Year |
Citation |
Score |
2022 |
Ng CWW, Yan WH, Tsim KWK, So PS, Xia YT, To CT. Effects of and as the soil amendment. Heliyon. 8: e11674. PMID 36439778 DOI: 10.1016/j.heliyon.2022.e11674 |
0.327 |
|
2022 |
Ng CWW, Cai W, So PS, Liao J, Lau SY. Effects of biochar on shear strength of completely decomposed granite. Environmental Science and Pollution Research International. PMID 35554808 DOI: 10.1007/s11356-022-20707-y |
0.373 |
|
2020 |
Bordoloi S, Ni J, Ng CWW. Soil desiccation cracking and its characterization in vegetated soil: A perspective review. The Science of the Total Environment. 729: 138760. PMID 32498161 DOI: 10.1016/J.Scitotenv.2020.138760 |
0.359 |
|
2020 |
Ng CWW, Ni JJ, Leung AK. Effects of plant growth and spacing on soil hydrological changes: a field study Geotechnique. 70: 867-881. DOI: 10.1680/Jgeot.18.P.207 |
0.369 |
|
2020 |
Ng CWW, Wang ZJ, Ni JJ. Effects of Plant Morphology on Root-soil Hydraulic Interactions of Schefflera Heptaphylla Canadian Geotechnical Journal. DOI: 10.1139/Cgj-2019-0647 |
0.395 |
|
2020 |
Ng CWW, Akinniyi DB, Zhou C. Experimental study of the hydro-mechanical behaviour of a compacted lateritic sandy lean clay Canadian Geotechnical Journal. 1-9. DOI: 10.1139/Cgj-2019-0301 |
0.39 |
|
2020 |
Ng CWW, Chowdhury N, Wong JTF. Effects of ground granulated blast-furnace slag (GGBS) on hydrological responses of Cd-contaminated soil planted with a herbal medicinal plant (Pinellia ternata) Canadian Geotechnical Journal. 57: 673-682. DOI: 10.1139/Cgj-2018-0868 |
0.358 |
|
2020 |
Choi CE, Ng CWW, Liu H, Wang Y. Interaction between dry granular flow and rigid barrier with basal clearance: analytical and physical modelling Canadian Geotechnical Journal. 57: 236-245. DOI: 10.1139/Cgj-2018-0622 |
0.301 |
|
2020 |
Ng CWW, Sadeghi H, Jafarzadeh F, Sadeghi M, Zhou C, Baghbanrezvan S. Effect of microstructure on shear strength and dilatancy of unsaturated loess at high suctions Canadian Geotechnical Journal. 57: 221-235. DOI: 10.1139/Cgj-2018-0592 |
0.311 |
|
2020 |
Feng S, Leung AK, Liu HW, Ng CWW, Tan WP. Modelling microbial growth and biomass accumulation during methane oxidation in unsaturated soil Canadian Geotechnical Journal. 57: 189-204. DOI: 10.1139/Cgj-2018-0147 |
0.311 |
|
2020 |
Lv Z, Kong G, Liu H, Ng CWW. Effects of Soil Type on Axial and Radial Thermal Responses of Field-Scale Energy Piles Journal of Geotechnical and Geoenvironmental Engineering. 146: 6020018. DOI: 10.1061/(Asce)Gt.1943-5606.0002367 |
0.373 |
|
2020 |
Lu H, Shi J, Ng CWW, Lv Y. Three-dimensional centrifuge modeling of the influence of side-by-side twin tunneling on a piled raft Tunnelling and Underground Space Technology. 103: 103486. DOI: 10.1016/J.Tust.2020.103486 |
0.391 |
|
2020 |
Shi J, Ding C, Ng CWW, Lu H, Chen L. Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay Tunnelling and Underground Space Technology. 97: 103247. DOI: 10.1016/J.Tust.2019.103247 |
0.393 |
|
2020 |
Mu QY, Zhou C, Ng CWW. Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations Transportation Geotechnics. 23: 100345. DOI: 10.1016/J.Trgeo.2020.100345 |
0.377 |
|
2020 |
Bordoloi S, Ng CWW. The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review Engineering Geology. 275: 105742. DOI: 10.1016/J.Enggeo.2020.105742 |
0.416 |
|
2020 |
Su Y, Choi CE, Ng CWW, Lam HWK, Wong LA, Lee C. New light-weight concrete foam to absorb debris-flow-entrained boulder impact: Large-scale pendulum modelling Engineering Geology. 275: 105724. DOI: 10.1016/J.Enggeo.2020.105724 |
0.326 |
|
2020 |
Ng CWW, So PS, Lau SY, Zhou C, Coo JL, Ni JJ. Influence of biopolymer on gas permeability in compacted clay at different densities and water contents Engineering Geology. 272: 105631. DOI: 10.1016/J.Enggeo.2020.105631 |
0.427 |
|
2020 |
Cheng Q, Zhou C, Ng CWW, Tang CS. Effects of soil structure on thermal softening of yield stress Engineering Geology. 269: 105544. DOI: 10.1016/J.Enggeo.2020.105544 |
0.363 |
|
2020 |
Ng CWW, Owusu ST, Zhou C, Chiu ACF. Effects of sesquioxide content on stress-dependent water retention behaviour of weathered soils Engineering Geology. 266: 105455. DOI: 10.1016/J.Enggeo.2019.105455 |
0.465 |
|
2020 |
Ng CWW, Wang C, Choi CE, Silva WARKD, Poudyal S. Effects of barrier deformability on load reduction and energy dissipation of granular flow impact Computers and Geotechnics. 121: 103445. DOI: 10.1016/J.Compgeo.2020.103445 |
0.345 |
|
2020 |
Ng CWW, Zheng G, Ni J, Zhou C. Use of unsaturated small-strain soil stiffness to the design of wall deflection and ground movement adjacent to deep excavation Computers and Geotechnics. 119: 103375. DOI: 10.1016/J.Compgeo.2019.103375 |
0.458 |
|
2020 |
Feng S, Liu HW, Ng CWW. Analytical analysis of the mechanical and hydrological effects of vegetation on shallow slope stability Computers and Geotechnics. 118: 103335. DOI: 10.1016/J.Compgeo.2019.103335 |
0.35 |
|
2020 |
Chen Y, Gao Y, Ng CWW. A new capillary barrier system for retaining wall backfilled with fine-grained soil Computers and Geotechnics. 118: 103324. DOI: 10.1016/J.Compgeo.2019.103324 |
0.479 |
|
2020 |
Ng CWW, Zhou C, Chiu CF. Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview Acta Geotechnica. 15: 2705-2725. DOI: 10.1007/S11440-020-01014-7 |
0.472 |
|
2020 |
Ng CWW, Akinniyi DB, Zhou C. Influence of structure on the compression and shear behaviour of a saturated lateritic clay Acta Geotechnica. 1-9. DOI: 10.1007/S11440-020-00981-1 |
0.413 |
|
2020 |
Chen XW, Wong JTF, Wang J, Ng CWW, Wong MH. Effects of mycorrhizal Bermuda grass on low-range soil matric suction Journal of Soils and Sediments. 21: 990-1000. DOI: 10.1007/s11368-020-02839-1 |
0.328 |
|
2020 |
Ng CWW, Akinniyi DB, Zhou C. Volume change behaviour of a saturated lateritic clay under thermal cycles Bulletin of Engineering Geology and the Environment. 1-9. DOI: 10.1007/S10064-020-01899-4 |
0.41 |
|
2020 |
Zhao X, Ng CWW, Zhang S, Ni J, Zhou C. An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil International Journal For Numerical and Analytical Methods in Geomechanics. DOI: 10.1002/Nag.3126 |
0.392 |
|
2019 |
Ni J, Ng CWW, Gao Y. Modelling root growth and soil suction due to plant competition. Journal of Theoretical Biology. 110019. PMID 31560885 DOI: 10.1016/J.Jtbi.2019.110019 |
0.417 |
|
2019 |
Feng S, Leung AK, Liu HW, Ng CWW, Zhan LT, Chen R. Effects of thermal boundary condition on methane oxidation in landfill cover soil at different ambient temperatures. The Science of the Total Environment. 692: 490-502. PMID 31351291 DOI: 10.1016/J.Scitotenv.2019.07.108 |
0.434 |
|
2019 |
Ni JJ, Ng CWW. Long-term effects of grass roots on gas permeability in unsaturated simulated landfill covers. The Science of the Total Environment. 666: 680-684. PMID 30812002 DOI: 10.1016/J.Scitotenv.2019.02.248 |
0.427 |
|
2019 |
Wong JTF, Chen X, Deng W, Chai Y, Ng CWW, Wong MH. Effects of biochar on bacterial communities in a newly established landfill cover topsoil. Journal of Environmental Management. 236: 667-673. PMID 30772724 DOI: 10.1016/J.Jenvman.2019.02.010 |
0.405 |
|
2019 |
Mu Q, Zhou C, Ng CWW, Zhou GGD. Stress Effects on Soil Freezing Characteristic Curve: Equipment Development and Experimental Results Vadose Zone Journal. 18: 1-10. DOI: 10.2136/Vzj2018.11.0199 |
0.461 |
|
2019 |
Chen R, Liu J, Ng CWW, Chen ZK. Influence of Slope Angle on Water Flow in a Three‐Layer Capillary Barrier Soil Cover under Heavy Rainfall Soil Science Society of America Journal. 83: 1637-1647. DOI: 10.2136/Sssaj2019.05.0135 |
0.436 |
|
2019 |
Ng CWW, Baghbanrezvan S, Kadlicek T, Zhou C. A state-dependent constitutive model for methane hydrate-bearing sediments inside the stability region Geotechnique. 1-15. DOI: 10.1680/Jgeot.18.P.143 |
0.443 |
|
2019 |
Ni J, Leung AK, Ng CWW. Unsaturated hydraulic properties of vegetated soil under single and mixed planting conditions Geotechnique. 69: 554-559. DOI: 10.1680/Jgeot.17.T.044 |
0.454 |
|
2019 |
Ng CWW, Wang ZJ, Leung AK, Ni JJ. A study on effects of leaf and root characteristics on plant root water uptake Geotechnique. 69: 151-157. DOI: 10.1680/Jgeot.16.P.332 |
0.394 |
|
2019 |
Ng CWW, Mu Q, Zhou C. Effects of specimen preparation method on the volume change of clay under cyclic thermal loads Geotechnique. 69: 146-150. DOI: 10.1680/Jgeot.16.P.293 |
0.398 |
|
2019 |
Ni JJ, Leung AK, Ng CWW. Modelling effects of root growth and decay on soil water retention and permeability Canadian Geotechnical Journal. 56: 1049-1055. DOI: 10.1139/Cgj-2018-0402 |
0.442 |
|
2019 |
Feng S, Liu H, Ng C. Dimensional analysis of pore-water pressure response in a vegetated infinite slope Canadian Geotechnical Journal. 56: 1119-1133. DOI: 10.1139/Cgj-2018-0272 |
0.383 |
|
2019 |
Su Y, Choi C, Ng C, Lam C, Kwan J, Wu G, Huang J, Zhang Z. Eco-friendly recycled crushed glass for cushioning boulder impacts Canadian Geotechnical Journal. 56: 1251-1260. DOI: 10.1139/Cgj-2018-0200 |
0.318 |
|
2019 |
Kaewsong R, Zhou C, Ng C. Modelling effects of recent suction history on small-strain stiffness of unsaturated soil Canadian Geotechnical Journal. 56: 600-610. DOI: 10.1139/Cgj-2017-0343 |
0.432 |
|
2019 |
Lv Y, Ng CWW, Wang Y. Evaluation of Wave Dissipation in Sand under Impact Loading Journal of Geotechnical and Geoenvironmental Engineering. 145: 6019007. DOI: 10.1061/(Asce)Gt.1943-5606.0002104 |
0.363 |
|
2019 |
Feng S, Liu HW, Ng CWW. Analytical Solutions for One-Dimensional Water Flow in Vegetated Layered Soil International Journal of Geomechanics. 19: 4018191. DOI: 10.1061/(Asce)Gm.1943-5622.0001343 |
0.444 |
|
2019 |
Ni J, Cheng Y, Wang Q, Ng CWW, Garg A. Effects of vegetation on soil temperature and water content: Field monitoring and numerical modelling Journal of Hydrology. 571: 494-502. DOI: 10.1016/J.Jhydrol.2019.02.009 |
0.458 |
|
2019 |
Ng C, Akinniyi D, Zhou C, Chiu C. Comparisons of weathered lateritic, granitic and volcanic soils: Compressibility and shear strength Engineering Geology. 249: 235-240. DOI: 10.1016/J.Enggeo.2018.12.029 |
0.436 |
|
2019 |
Shi J, Wei J, Ng CWW, Lu H. Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand Computers and Geotechnics. 116: 103216. DOI: 10.1016/J.Compgeo.2019.103216 |
0.454 |
|
2019 |
Cai QP, Peng JM, Ng CWW, Shi JW, Chen XX. Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand Computers and Geotechnics. 111: 137-146. DOI: 10.1016/J.Compgeo.2019.03.010 |
0.318 |
|
2019 |
Ni JJ, Leung AK, Ng CWW. Influences of plant spacing on root tensile strength of Schefflera arboricola and soil shear strength Landscape and Ecological Engineering. 15: 223-230. DOI: 10.1007/S11355-019-00374-X |
0.37 |
|
2019 |
Ng CWW, Tasnim R, Wong JTF. Coupled effects of atmospheric CO2 concentration and nutrients on plant-induced soil suction Plant and Soil. 439: 393-404. DOI: 10.1007/S11104-019-04047-4 |
0.376 |
|
2019 |
Song D, Choi CE, Ng CWW, Zhou GGD, Kwan JSH, Sze HY, Zheng Y. Load-attenuation mechanisms of flexible barrier subjected to bouldery debris flow impact Landslides. 16: 2321-2334. DOI: 10.1007/S10346-019-01243-2 |
0.344 |
|
2019 |
Cheng Q, Ng CWW, Zhou C, Tang CS. A new water retention model that considers pore non-uniformity and evolution of pore size distribution Bulletin of Engineering Geology and the Environment. 78: 5055-5065. DOI: 10.1007/S10064-019-01476-4 |
0.448 |
|
2018 |
Chen XW, Wong JTF, Chen ZT, Tang TWL, Guo HW, Leung AOW, Ng CWW, Wong MH. Effects of biochar on the ecological performance of a subtropical landfill. The Science of the Total Environment. 644: 963-975. PMID 30743893 DOI: 10.1016/J.Scitotenv.2018.06.379 |
0.39 |
|
2018 |
Chen XW, Wong JTF, Chen ZT, Leung AOW, Ng CWW, Wong MH. Arbuscular mycorrhizal fungal community in the topsoil of a subtropical landfill restored after 18 years. Journal of Environmental Management. 225: 17-24. PMID 30071363 DOI: 10.1016/J.Jenvman.2018.07.068 |
0.338 |
|
2018 |
Sadeghi H, Chiu ACF, Ng CWW, Jafarzadeh F. A vacuum-refilled tensiometer for deep monitoring of in-situ pore water pressure Scientia Iranica. 27: 596-606. DOI: 10.24200/Sci.2018.5052.1063 |
0.375 |
|
2018 |
Zhou C, Ng CWW. A new thermo-mechanical model for structured soil Geotechnique. 68: 1109-1115. DOI: 10.1680/Jgeot.17.T.031 |
0.421 |
|
2018 |
Ni J, Chen X, Ng CWW, Guo H. Effects of biochar on water retention and matric suction of vegetated soil Geotechnique Letters. 8: 124-129. DOI: 10.1680/Jgele.17.00180 |
0.452 |
|
2018 |
Cai Q, Ng CWW, Chen X, Guo L, Su S. Effects of cementation on pore water pressure response during normal faulting in clay Geotechnique Letters. 8: 56. DOI: 10.1680/Jgele.17.00160 |
0.336 |
|
2018 |
Ng CWW, Tasnim R, Capobianco V, Coo JL. Influence of soil nutrients on plant characteristics and soil hydrological responses Geotechnique Letters. 8: 19-24. DOI: 10.1680/Jgele.17.00104 |
0.413 |
|
2018 |
Ng C, Cheng Q, Zhou C. Thermal effects on yielding and wetting-induced collapse of recompacted and intact loess Canadian Geotechnical Journal. 55: 1095-1103. DOI: 10.1139/Cgj-2017-0332 |
0.307 |
|
2018 |
Koo RCH, Kwan JSH, Lam C, Goodwin GR, Choi C, Ng CWW, Yiu J, Ho KKS, Pun WK. Back-analysis of geophysical flows using 3-dimensional runout model Canadian Geotechnical Journal. 55: 1081-1094. DOI: 10.1139/Cgj-2016-0578 |
0.33 |
|
2018 |
Ng CWW, Fong KY, Liu hl. The Effects of Existing Horseshoe-shaped Tunnel Sizes on Circular Crossing Tunnel Interactions: Three-dimensional Numerical Analyses Tunnelling and Underground Space Technology. 77: 68-79. DOI: 10.1016/J.Tust.2018.03.025 |
0.396 |
|
2018 |
Ng CWW, Tasnim R, Coo JL. Effects of atmospheric CO2 concentration on soil-water retention and induced suction in vegetated soil Engineering Geology. 242: 108-120. DOI: 10.1016/J.Enggeo.2018.06.001 |
0.373 |
|
2018 |
Ni JJ, Leung AK, Ng CWW. Modelling soil suction changes due to mixed species planting Ecological Engineering. 117: 1-17. DOI: 10.1016/J.Ecoleng.2018.02.023 |
0.389 |
|
2018 |
Liu H, Feng S, Garg A, Ng CWW. Analytical solutions of pore-water pressure distributions in a vegetated multi-layered slope considering the effects of roots on water permeability Computers and Geotechnics. 102: 252-261. DOI: 10.1016/J.Compgeo.2018.06.003 |
0.323 |
|
2018 |
Mu Q, Ng C, Zhou C, Zhou G, Liao H. A new model for capturing void ratio-dependent unfrozen water characteristics curves Computers and Geotechnics. 101: 95-99. DOI: 10.1016/J.Compgeo.2018.04.019 |
0.342 |
|
2018 |
Soomro MA, Ng CWW, Memon NA, Bhanbhro R. Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling Computers and Geotechnics. 101: 48-64. DOI: 10.1016/J.Compgeo.2018.04.010 |
0.355 |
|
2018 |
Ni J, Leung AK, Ng CWW, Shao W. Modelling hydro-mechanical reinforcements of plants to slope stability Computers and Geotechnics. 95: 99-109. DOI: 10.1016/J.Compgeo.2017.09.001 |
0.425 |
|
2018 |
Das GK, Hazra B, Garg A, Ng CWW. Stochastic hydro-mechanical stability of vegetated slopes: An integrated copula based framework Catena. 160: 124-133. DOI: 10.1016/J.Catena.2017.09.009 |
0.406 |
|
2018 |
Cui Y, Choi CE, Liu LHD, Ng CWW. Effects of Particle Size of Mono-disperse Granular Flows Impacting A Rigid Barrier Natural Hazards. 91: 1179-1201. DOI: 10.1007/S11069-018-3185-3 |
0.317 |
|
2018 |
Lam C, Kwan JSH, Su Y, Choi CE, Ng CWW. Performance of ethylene-vinyl acetate foam as cushioning material for rigid debris-resisting barriers Landslides. 15: 1779-1786. DOI: 10.1007/S10346-018-0987-Z |
0.309 |
|
2018 |
Song D, Choi CE, Ng CWW, Zhou G. Geophysical flows impacting a flexible barrier: effects of solid-fluid interaction Landslides. 15: 99-110. DOI: 10.1007/S10346-017-0856-1 |
0.354 |
|
2017 |
Wong JTF, Chen Z, Wong AYY, Ng CWW, Wong MH. Effects of biochar on hydraulic conductivity of compacted kaolin clay. Environmental Pollution (Barking, Essex : 1987). 234: 468-472. PMID 29207298 DOI: 10.1016/J.Envpol.2017.11.079 |
0.437 |
|
2017 |
Feng S, Leung AK, Ng CWW, Liu HW. Theoretical analysis of coupled effects of microbe and root architecture on methane oxidation in vegetated landfill covers. The Science of the Total Environment. 599: 1954-1964. PMID 28549371 DOI: 10.1016/J.Scitotenv.2017.04.025 |
0.412 |
|
2017 |
Feng S, Ng CWW, Leung AK, Liu HW. Numerical modelling of methane oxidation efficiency and coupled water-gas-heat reactive transfer in a sloping landfill cover. Waste Management (New York, N.Y.). PMID 28545891 DOI: 10.1016/J.Wasman.2017.04.042 |
0.315 |
|
2017 |
Xie M, Leung AK, Ng CW. Mechanisms of hydrogen sulfide removal by ground granulated blast furnace slag amended soil. Chemosphere. 175: 425-430. PMID 28236711 DOI: 10.1016/J.Chemosphere.2017.02.016 |
0.438 |
|
2017 |
Ng CWW, Kaewsong R, Zhou C, Alonso EE. Small strain shear moduli of unsaturated natural and compacted loess GéOtechnique. 67: 646-651. DOI: 10.1680/Jgeot.16.T.013 |
0.424 |
|
2017 |
Ng CWW, Mu Q, Zhou C. Effects of boundary conditions on cyclic thermal strains of clay and sand Geotechnique Letters. 7: 73-78. DOI: 10.1680/Jgele.16.00155 |
0.378 |
|
2017 |
Zhou C, Ng CWW, Wang S. Modelling volume changes of sand under thermal loads: a preliminary attempt Geotechnique Letters. 7: 68-72. DOI: 10.1680/Jgele.16.00150 |
0.376 |
|
2017 |
Das GK, Hazra B, Garg A, Ng CWW, Avani N, Lateh HH. Bivariate Probabilistic Modelling of Hydro-Mechanical Properties of Vegetated Soils Advances in Civil Engineering Materials. 6: 235-257. DOI: 10.1520/Acem20160049 |
0.455 |
|
2017 |
Hong Y, Wang L, Ng CWW, Yang B. Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil Canadian Geotechnical Journal. 54: 1592-1600. DOI: 10.1139/Cgj-2017-0015 |
0.44 |
|
2017 |
Shao W, Ni J, Leung AK, Su Y, Ng CWW. Analysis of plant root-induced preferential flow and pore water pressure variation by a dual-permeability model Canadian Geotechnical Journal. 54: 1537-1552. DOI: 10.1139/Cgj-2016-0629 |
0.442 |
|
2017 |
Leung AK, Coo JL, Ng CWW, Chen R. Reply to the Discussion by Liu et al. on "New transient method for determining soil hydraulic conductivity function" Canadian Geotechnical Journal. 54: 453-454. DOI: 10.1139/Cgj-2016-0589 |
0.345 |
|
2017 |
Ng CWW, Baghbanrezvan S, Sadeghi H, Zhou C, Jafarzadeh F. Effect of specimen preparation techniques on dynamic properties of unsaturated fine-grained soil at high suctions Canadian Geotechnical Journal. 54: 1310-1319. DOI: 10.1139/Cgj-2016-0531 |
0.449 |
|
2017 |
Song D, Ng CWW, Choi C, Zhou GGD, Kwan JSH, Koo RCH. Influence of debris flow solid fraction on rigid barrier impact Canadian Geotechnical Journal. 54: 1421-1434. DOI: 10.1139/Cgj-2016-0502 |
0.334 |
|
2017 |
Ma Q, Ng CWW, Masin D, Zhou C. An approach for modelling volume change of fine-grained soil subjected to thermal cycles Canadian Geotechnical Journal. 54: 896-901. DOI: 10.1139/Cgj-2016-0459 |
0.381 |
|
2017 |
Hong Y, He B, Wang L, Wang Z, Ng CWW, Mašín D. Cyclic lateral response and failure mechanisms of semi-rigid pile in soft clay: centrifuge tests and numerical modelling Canadian Geotechnical Journal. 54: 806-824. DOI: 10.1139/Cgj-2016-0356 |
0.477 |
|
2017 |
Ng CWW, Sadeghi H, Jafarzadeh F. Compression and Shear Strength Characteristics of Compacted Loess at High Suctions Canadian Geotechnical Journal. 54: 690-699. DOI: 10.1139/Cgj-2016-0347 |
0.382 |
|
2017 |
Ng CWW, Mu Q, Zhou C. Effects of soil structure on the shear behaviour of an unsaturated loess at different suctions and temperatures Canadian Geotechnical Journal. 54: 270-279. DOI: 10.1139/Cgj-2016-0272 |
0.432 |
|
2017 |
Ng CWW, Song D, Choi C, Liu LHD, Kwan JSH, Koo RCH, Pun WK. Impact mechanisms of granular and viscous flows on rigid and flexible barriers Canadian Geotechnical Journal. 54: 188-206. DOI: 10.1139/Cgj-2016-0128 |
0.314 |
|
2017 |
Jiang B, Chen L, Yang J, Wang S, Ng CWW. Effects of twin-tunnel excavation on an existing horseshoe-shaped tunnel considering the influence of a settlement joint Canadian Geotechnical Journal. 54: 1346-1355. DOI: 10.1139/Cgj-2015-0389 |
0.339 |
|
2017 |
Leung AK, Kamchoom V, Ng CWW. Influences of root-induced soil suction and root geometry on slope stability: a centrifuge study Canadian Geotechnical Journal. 54: 291-303. DOI: 10.1139/Cgj-2015-0263 |
0.44 |
|
2017 |
Zhang Y, Ng CWW. Centrifuge modeling of single pile response due to lateral cyclic loading in kaolin clay Marine Georesources & Geotechnology. 35: 999-1007. DOI: 10.1080/1064119X.2016.1275894 |
0.385 |
|
2017 |
Das GK, Hazra B, Garg A, Ng CWW. Impact of Hydrological and Mechanical Correlations on the Reliability of Vegetated Slopes Asce-Asme Journal of Risk and Uncertainty in Engineering Systems, Part a: Civil Engineering. 3: 4017029. DOI: 10.1061/Ajrua6.0000934 |
0.464 |
|
2017 |
Lv YR, Ng CWW, Lam SY, Liu HL, Ma LJ. Geometric Effects on Piles in Consolidating Ground: Centrifuge and Numerical Modeling Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017040. DOI: 10.1061/(Asce)Gt.1943-5606.0001714 |
0.31 |
|
2017 |
Ng CWW, Wei J, Poulos HG, Liu H. Effects of Multipropped Excavation on an Adjacent Floating Pile Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017021. DOI: 10.1061/(Asce)Gt.1943-5606.0001696 |
0.416 |
|
2017 |
Ng CWW, Leung AK, Yu R, Kamchoom V. Hydrological Effects of Live Poles on Transient Seepage in an Unsaturated Soil Slope: Centrifuge and Numerical Study Journal of Geotechnical and Geoenvironmental Engineering. 143: 4016106. DOI: 10.1061/(Asce)Gt.1943-5606.0001616 |
0.451 |
|
2017 |
Hong Y, Koo CH, Zhou C, Ng CWW, Wang LZ. Small Strain Path-Dependent Stiffness of Toyoura Sand: Laboratory Measurement and Numerical Implementation International Journal of Geomechanics. 17: 04016036. DOI: 10.1061/(Asce)Gm.1943-5622.0000664 |
0.377 |
|
2017 |
Ng CWW, Xie M, Leung AK. Removal of Hydrogen Sulfide Using Soil Amended with Ground Granulated Blast-Furnace Slag Journal of Environmental Engineering. 143: 4017016. DOI: 10.1061/(Asce)Ee.1943-7870.0001206 |
0.302 |
|
2017 |
Shi J, Ng CWW, Chen Y. A simplified method to estimate three-dimensional tunnel responses to basement excavation Tunnelling and Underground Space Technology. 62: 53-63. DOI: 10.1016/J.Tust.2016.11.007 |
0.45 |
|
2017 |
Shakeel M, Ng CWW. Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay Computers and Geotechnics. 96: 55-72. DOI: 10.1016/J.Compgeo.2017.10.010 |
0.431 |
|
2017 |
Soomro MA, Ng CWW, Liu K, Memon NA. Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile Computers and Geotechnics. 84: 101-116. DOI: 10.1016/J.Compgeo.2016.11.011 |
0.424 |
|
2017 |
Hazra B, Gadi VK, Garg A, Ng CWW, Das GK. Probabilistic analysis of suction in homogeneously vegetated soils Catena. 149: 394-401. DOI: 10.1016/J.Catena.2016.10.014 |
0.444 |
|
2017 |
Lei G, Xu L, Zheng Q, Ng CWW. Role of equal-strain assumption in unit-cell theory for consolidation with vertical drains Journal of Central South University. 24: 2914-2923. DOI: 10.1007/S11771-017-3705-4 |
0.316 |
|
2017 |
Ng CWW, Choi CE, Goodwin GR, Cheung WW. Interaction between dry granular flow and deflectors Landslides. 14: 1375-1387. DOI: 10.1007/S10346-016-0794-3 |
0.327 |
|
2017 |
Koo RCH, Kwan JSH, Lam C, Ng CWW, Yiu J, Choi CE, Ng AKL, Ho KKS, Pun WK. Dynamic response of flexible rockfall barriers under different loading geometries Landslides. 14: 905-916. DOI: 10.1007/S10346-016-0772-9 |
0.349 |
|
2017 |
Koo RCH, Kwan JSH, Ng CWW, Lam C, Choi CE, Song D, Pun WK. Erratum to: Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers Landslides. 14: 631-631. DOI: 10.1007/S10346-016-0730-6 |
0.302 |
|
2017 |
Zhou C, Fong KY, Ng CWW. A new bounding surface model for thermal cyclic behaviour International Journal For Numerical and Analytical Methods in Geomechanics. 41: 1656-1666. DOI: 10.1002/Nag.2688 |
0.417 |
|
2016 |
Sadeghi H, Hossen SB, Chiu ACF, Cheng Q, Ng CWW. Water retention curves of intact and re-compacted loess at different net stresses Japanese Geotechnical Society Special Publication. 2: 221-225. DOI: 10.3208/Jgssp.Hkg-04 |
0.305 |
|
2016 |
Ng CWW, Ni JJ, Leung AK, Zhou C, Wang ZJ. Effects of planting density on tree growth and induced soil suction Geotechnique. 66: 711-724. DOI: 10.1680/Jgeot.15.P.196 |
0.374 |
|
2016 |
Zhou C, Ng CWW. Simulating the cyclic behaviour of unsaturated soil at various temperatures using a bounding surface model Geotechnique. 66: 344-350. DOI: 10.1680/Jgeot.15.P.001 |
0.472 |
|
2016 |
Ng CWW, Cheng Q, Zhou C, Alonso EE. Volume changes of an unsaturated clay during heating and cooling GéOtechnique Letters. 6: 192-198. DOI: 10.1680/Jgele.16.00059 |
0.398 |
|
2016 |
Ng CWW, Song D, Choi CE, Koo RCH, Kwan JSH. A Novel Flexible Barrier for Landslide Impact in Centrifuge Geotechnique Letters. 6: 221-225. DOI: 10.1680/Jgele.16.00048 |
0.359 |
|
2016 |
Ng CWW, Wang R, Boonyarak T. A comparative study of the different responses of circular and horseshoe-shaped tunnels to an advancing tunnel underneath Geotechnique Letters. 6. DOI: 10.1680/Jgele.16.00001 |
0.346 |
|
2016 |
Ng CWW, Ni J, Leung AK, Wang Z. A new and simple water retention model for root-permeated soils Geotechnique Letters. 6: 106-111. DOI: 10.1680/Jgele.15.00187 |
0.453 |
|
2016 |
Ng CWW, Gunawan A, Shi C, Ma QJ, Liu HL. Centrifuge modelling of displacement and replacement energy piles constructed in saturated sand: A comparative study Geotechnique Letters. 6. DOI: 10.1680/Jgele.15.00119 |
0.333 |
|
2016 |
Wang C, Liu H, Kong G, Ng CWW, Wu D. Model tests of energy piles with and without a vertical load Environmental Geotechnics. 3: 203-213. DOI: 10.1680/Jenge.15.00020 |
0.459 |
|
2016 |
Leung AK, Coo JL, Ng CWW, Chen R. New transient method for determining soil hydraulic conductivity function Canadian Geotechnical Journal. 53: 1332-1345. DOI: 10.1139/Cgj-2016-0113 |
0.369 |
|
2016 |
Ng CWW, Choi CE, Su AY, Kwan JSH, Lam C. Large-scale successive boulder impacts on a rigid barrier shielded by gabions Canadian Geotechnical Journal. 53: 1688-1699. DOI: 10.1139/Cgj-2016-0073 |
0.32 |
|
2016 |
Lv Y, Ng CWW, Lam S, Liu H, Ding X. Comparative study of Y-shaped and circular floating piles in consolidating clay Canadian Geotechnical Journal. 53: 1483-1494. DOI: 10.1139/Cgj-2015-0634 |
0.378 |
|
2016 |
Shi J, Wang Y, Ng CWW. Numerical parametric study of tunneling-induced joint rotation angle in jointed pipelines Canadian Geotechnical Journal. 53: 2058-2071. DOI: 10.1139/Cgj-2015-0496 |
0.33 |
|
2016 |
Ng CWW, Sadeghi H, Hossen SKB, Chiu CF, Alonso EE, Baghbanrezvan S. Water retention and volumetric characteristics of intact and re-compacted loess Canadian Geotechnical Journal. 53: 1258-1269. DOI: 10.1139/Cgj-2015-0364 |
0.348 |
|
2016 |
Lee MWW, Ng CWW. A new analytical cone model for laterally-loaded vertical piles in cohesionless soil Hkie Transactions. 23: 85-98. DOI: 10.1080/1023697X.2015.1131637 |
0.469 |
|
2016 |
Zhou C, Ng CWW. Effects of Temperature and Suction on Plastic Deformation of Unsaturated Silt under Cyclic Loads Journal of Materials in Civil Engineering. 28: 4016170. DOI: 10.1061/(Asce)Mt.1943-5533.0001685 |
0.437 |
|
2016 |
Shi J, Wang Y, Ng CWW. Three-Dimensional Centrifuge Modeling of Ground and Pipeline Response to Tunnel Excavation Journal of Geotechnical and Geoenvironmental Engineering. 142: 4016054. DOI: 10.1061/(Asce)Gt.1943-5606.0001529 |
0.384 |
|
2016 |
Cai QP, Ng CWW. Centrifuge modeling of pile-sand interaction induced by normal faulting Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001500 |
0.406 |
|
2016 |
Ng CWW, Coo JL, Chen ZK, Chen R. Water Infiltration into a New Three-Layer Landfill Cover System Journal of Environmental Engineering (United States). 142. DOI: 10.1061/(Asce)Ee.1943-7870.0001074 |
0.412 |
|
2016 |
Wu Y, Diao H, Ng CWW, Liu J, Zeng C. Investigation of Ground Heave due to Jet Grouting in Soft Clay Journal of Performance of Constructed Facilities. 30: 6016003. DOI: 10.1061/(Asce)Cf.1943-5509.0000910 |
0.381 |
|
2016 |
Liu G, Huang P, Shi J, Ng CWW. Performance of a Deep Excavation and Its Effect on Adjacent Tunnels in Shanghai Soft Clay Journal of Performance of Constructed Facilities. 30: 4016041. DOI: 10.1061/(Asce)Cf.1943-5509.0000891 |
0.357 |
|
2016 |
Hong Y, Ng CWW, Chen Y, Wang L, Chan VSY. Field Study of Downdrag and Dragload of Bored Piles in Consolidating Ground Journal of Performance of Constructed Facilities. 30: 4015050. DOI: 10.1061/(Asce)Cf.1943-5509.0000790 |
0.39 |
|
2016 |
Lei GH, Fu CW, Ng CWW. Vertical-drain consolidation using stone columns: An analytical solution with an impeded drainage boundary under multi-ramp loading Geotextiles and Geomembranes. 44: 122-131. DOI: 10.1016/J.Geotexmem.2015.07.003 |
0.359 |
|
2016 |
Coo JL, So ZPS, Ng CWW. Effect of nanoparticles on the shrinkage properties of clay Engineering Geology. 213: 84-88. DOI: 10.1016/J.Enggeo.2016.09.001 |
0.331 |
|
2016 |
Ng CWW, Garg A, Leung AK, Hau BCH. Relationships between leaf and root area indices and soil suction induced during drying-wetting cycles Ecological Engineering. 91: 113-118. DOI: 10.1016/J.Ecoleng.2016.02.005 |
0.423 |
|
2016 |
Liu HW, Feng S, Ng CWW. Analytical analysis of hydraulic effect of vegetation on shallow slope stability with different root architectures Computers and Geotechnics. 80: 115-120. DOI: 10.1016/J.Compgeo.2016.06.006 |
0.326 |
|
2016 |
Ng CWW, Ma QJ, Gunawan A. Horizontal stress change of energy piles subjected to thermal cycles in sand Computers and Geotechnics. 78: 54-61. DOI: 10.1016/J.Compgeo.2016.05.003 |
0.364 |
|
2016 |
Shen J, Chiu CF, Ng CWW, Lei GH, Xu J. A state-dependent critical state model for methane hydrate-bearing sand Computers and Geotechnics. 75: 1-11. DOI: 10.1016/J.Compgeo.2016.01.013 |
0.306 |
|
2016 |
Wong JTF, Chen Z, Chen X, Ng CWW, Wong MH. Soil-water retention behavior of compacted biochar-amended clay: a novel landfill final cover material Journal of Soils and Sediments. 1-9. DOI: 10.1007/S11368-016-1401-X |
0.468 |
|
2016 |
Koo RCH, Kwan JSH, Ng CWW, Lam C, Choi CE, Song D, Pun WK. Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers Landslides. 1-13. DOI: 10.1007/S10346-016-0715-5 |
0.341 |
|
2015 |
Chen XW, Wong JT, Ng CW, Wong MH. Feasibility of biochar application on a landfill final cover-a review on balancing ecology and shallow slope stability. Environmental Science and Pollution Research International. PMID 26452652 DOI: 10.1007/S11356-015-5520-5 |
0.346 |
|
2015 |
Ng CW, Chen ZK, Coo JL, Chen R, Zhou C. Gas breakthrough and emission through unsaturated compacted clay in landfill final cover. Waste Management (New York, N.Y.). PMID 26184895 DOI: 10.1016/J.Wasman.2015.06.042 |
0.303 |
|
2015 |
Wong JT, Chen Z, Ng CW, Wong MH. Gas permeability of biochar-amended clay: potential alternative landfill final cover material. Environmental Science and Pollution Research International. PMID 26092359 DOI: 10.1007/S11356-015-4871-2 |
0.31 |
|
2015 |
Ng CW, Feng S, Liu HW. A fully coupled model for water-gas-heat reactive transport with methane oxidation in landfill covers. The Science of the Total Environment. 508: 307-19. PMID 25489976 DOI: 10.1016/J.Scitotenv.2014.11.037 |
0.3 |
|
2015 |
Ng CWW, Zhou C, Leung AK. Comparisons of different suction control techniques by water retention curves: Theoretical and experimental studies Vadose Zone Journal. 14. DOI: 10.2136/Vzj2015.01.0006 |
0.358 |
|
2015 |
Ng CWW, Liu J, Chen R. Numerical Investigation on Gas Emission from Three Landfill Soil Covers under Dry Weather Conditions Vadose Zone Journal. 14: 1-10. DOI: 10.2136/Vzj2014.12.0180 |
0.336 |
|
2015 |
Chen R, Liu J, Li JH, Ng CWW. An Integrated High-Capacity Tensiometer for Measuring Water Retention Curves Continuously Soil Science Society of America Journal. 79: 943-947. DOI: 10.2136/Sssaj2014.11.0438N |
0.439 |
|
2015 |
Cai Q, Ng CWW, Hu P. Boundary Effects on Ground Surface Rupture Induced by Normal Faulting Geotechnique Letters. 5: 161-166. DOI: 10.1680/Jgele.15.00064 |
0.389 |
|
2015 |
Zhou C, Xu J, Ng CWW. Effects of temperature and suction on secant shear modulus of unsaturated soil GéOtechnique Letters. 5: 123-128. DOI: 10.1680/Jgele.14.00096 |
0.455 |
|
2015 |
Lei GH, Zheng Q, Ng CWW, Chiu ACF, Xu B. An analytical solution for consolidation with vertical drains under multi-ramp loading Geotechnique. 65: 531-541. DOI: 10.1680/Geot.13.P.196 |
0.4 |
|
2015 |
Choi CE, Au-Yeung SC, Ng CWW, Song D. Flume investigation of landslide granular debris and water Run up mechanisms Geotechnique Letters. 5: 28-32. DOI: 10.1680/Geolett.14.00080 |
0.333 |
|
2015 |
Ng CWW, Liu HW, Feng S. Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures Canadian Geotechnical Journal. 52: 1981-1992. DOI: 10.1139/Cgj-2015-0001 |
0.365 |
|
2015 |
Garg A, Leung AK, Ng CWW. Comparisons of soil suction induced by evapotranspiration and transpiration of S. Heptaphylla Canadian Geotechnical Journal. 52: 2149-2155. DOI: 10.1139/Cgj-2014-0425 |
0.455 |
|
2015 |
Ng CWW, Sun H, Lei GH, Shi JW, Mašín D. Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation Canadian Geotechnical Journal. 52: 1685-1698. DOI: 10.1139/Cgj-2014-0361 |
0.414 |
|
2015 |
Ng CWW, Coo JL. Hydraulic conductivity of clay mixed with nanomaterials Canadian Geotechnical Journal. 52: 808-811. DOI: 10.1139/Cgj-2014-0313 |
0.338 |
|
2015 |
Ng CWW, Shi C, Gunawan A, Laloui L, Liu H. Centrifuge modelling of heating effects on energy pile performance in saturated sand Canadian Geotechnical Journal. 52: 1045-1057. DOI: 10.1139/Cgj-2014-0301 |
0.342 |
|
2015 |
Boonyarak T, Ng CWW. Effects of construction sequence and cover depth on crossing-tunnel interaction Canadian Geotechnical Journal. 52: 851-867. DOI: 10.1139/Cgj-2014-0235 |
0.307 |
|
2015 |
Zhou C, Ng CWW. A thermomechanical model for saturated soil at small and large strains Canadian Geotechnical Journal. 52: 1101-1110. DOI: 10.1139/Cgj-2014-0229 |
0.412 |
|
2015 |
Wang LZ, Chen KX, Hong Y, Ng CWW. Effect of consolidation on responses of a single pile subjected to lateral soil movement Canadian Geotechnical Journal. 52: 769-782. DOI: 10.1139/Cgj-2014-0157 |
0.443 |
|
2015 |
Ng CWW, Shi J, Mašín D, Sun H, Lei GH. Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation Canadian Geotechnical Journal. 52: 1811-1829. DOI: 10.1139/Cgj-2014-0150 |
0.414 |
|
2015 |
Hong Y, Ng CWW, Wang L. Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift Canadian Geotechnical Journal. 52: 599-608. DOI: 10.1139/Cgj-2013-0343 |
0.333 |
|
2015 |
Ng CWW, Boonyarak T, Mašín D. Effects of Pillar Depth and Shielding on the Interaction of Crossing Multitunnels Journal of Geotechnical and Geoenvironmental Engineering. 141: 4015021. DOI: 10.1061/(Asce)Gt.1943-5606.0001293 |
0.371 |
|
2015 |
Shi J, Liu G, Huang P, Ng CWW. Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay Tunnelling and Underground Space Technology. 50: 282-295. DOI: 10.1016/J.Tust.2015.07.013 |
0.368 |
|
2015 |
Hong Y, Ng CWW, Liu GB, Liu T. Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay Tunnelling and Underground Space Technology. 45: 249-259. DOI: 10.1016/J.Tust.2014.09.012 |
0.302 |
|
2015 |
Soomro MA, Hong Y, Ng CWW, Lu H, Peng S. Load transfer mechanism in pile group due to single tunnel advancement in stiff clay Tunnelling and Underground Space Technology. 45: 63-72. DOI: 10.1016/J.Tust.2014.08.001 |
0.369 |
|
2015 |
Loria AFR, Gunawan A, Shi C, Laloui L, Ng CWW. Numerical modelling of energy piles in saturated sand subjected to thermo-mechanical loads Geomechanics For Energy and the Environment. 1: 1-15. DOI: 10.1016/J.Gete.2015.03.002 |
0.363 |
|
2015 |
Leung AK, Garg A, Ng CWW. Effects of plant roots on soil-water retention and induced suction in vegetated soil Engineering Geology. 193: 183-197. DOI: 10.1016/J.Enggeo.2015.04.017 |
0.46 |
|
2015 |
Hong Y, Soomro MA, Ng CWW, Wang LZ, Yan JJ, Li B. Tunnelling under pile groups and rafts: Numerical parametric study on tension effects Computers and Geotechnics. 68: 54-65. DOI: 10.1016/J.Compgeo.2015.02.014 |
0.426 |
|
2015 |
Hong Y, Soomro MA, Ng CWW. Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling Computers and Geotechnics. 64: 105-119. DOI: 10.1016/J.Compgeo.2014.10.007 |
0.362 |
|
2015 |
Shi J, Ng CWW, Chen Y. Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel Computers and Geotechnics. 63: 146-158. DOI: 10.1016/J.Compgeo.2014.09.002 |
0.44 |
|
2015 |
Garg A, Leung AK, Ng CWW. Transpiration reduction and root distribution functions for a non-crop species Schefflera heptaphylla Catena. 135: 78-82. DOI: 10.1016/J.Catena.2015.06.019 |
0.324 |
|
2015 |
Ng CWW, Liu J, Chen R, Coo JL. Numerical parametric study of an alternative three-layer capillary barrier cover system Environmental Earth Sciences. 74: 4419-4429. DOI: 10.1007/S12665-015-4462-Z |
0.35 |
|
2015 |
Lei GH, Chiu ACF, Ng CWW. Is Terzaghi’s effective stress a stress variable under seepage conditions? Journal of Central South University. 22: 2316-2321. DOI: 10.1007/S11771-015-2756-7 |
0.363 |
|
2015 |
Ng CWW, Kamchoom V, Leung AK. Centrifuge modelling of the effects of root geometry on transpiration-induced suction and stability of vegetated slopes Landslides. DOI: 10.1007/S10346-015-0645-7 |
0.427 |
|
2015 |
Choi CE, Ng CWW, Au-Yeung SCH, Goodwin GR. Froude characteristics of both dense granular and water flows in flume modelling Landslides. DOI: 10.1007/S10346-015-0628-8 |
0.308 |
|
2015 |
Leung AK, Ng CWW. Field investigation of deformation characteristics and stress mobilisation of a soil slope Landslides. DOI: 10.1007/S10346-015-0561-X |
0.445 |
|
2015 |
Zhou C, Ng CWW, Chen R. A bounding surface plasticity model for unsaturated soil at small strains International Journal For Numerical and Analytical Methods in Geomechanics. 39: 1141-1164. DOI: 10.1002/Nag.2355 |
0.422 |
|
2015 |
Wong MH, Chan YSG, Zhang C, Ng CWW. Comparison of Pioneer and Native Woodland Species Growing on Top of an Engineered Landfill, Hong Kong: Restoration Programme Land Degradation and Development. DOI: 10.1002/Ldr.2380 |
0.365 |
|
2015 |
Garg A, Ng CWW. Investigation of soil density effect on suction induced due to root water uptake by Schefflera heptaphylla Journal of Plant Nutrition and Soil Science. 178: 586-591. DOI: 10.1002/Jpln.201400265 |
0.487 |
|
2015 |
Leung AK, Garg A, Coo JL, Ng CWW, Hau BCH. Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity Hydrological Processes. 29: 3342-3354. DOI: 10.1002/Hyp.10452 |
0.458 |
|
2015 |
Garg A, Coo JL, Ng CWW. Field study on influence of root characteristics on soil suction distribution in slopes vegetated with Cynodon dactylon and Schefflera heptaphylla Earth Surface Processes and Landforms. DOI: 10.1002/Esp.3743 |
0.435 |
|
2014 |
Kamchoom V, Leung AK, Ng CWW. Effects of root geometry and transpiration on pull-out resistance Geotechnique Letters. 4: 330-336. DOI: 10.1680/Geolett.14.00086 |
0.41 |
|
2014 |
Ng CWW, Yu R. A novel technique to model water uptake by plants in geotechnical centrifuge Geotechnique Letters. 4: 244-249. DOI: 10.1680/Geolett.14.00048 |
0.428 |
|
2014 |
Ng CWW, Leung AK, Kamchoom V, Garg A. A novel root system for simulating transpiration-induced soil suction in centrifuge Geotechnical Testing Journal. 37. DOI: 10.1520/Gtj20130116 |
0.444 |
|
2014 |
Liu J, Chen R, Ng CWW. Discussion of “Physical and numerical study of lateral diversion by three-layer inclined capillary barrier covers under humid climatic conditions” Canadian Geotechnical Journal. 52: 530-531. DOI: 10.1139/Cgj-2014-0548 |
0.339 |
|
2014 |
Ng CWW, Leung AK, Woon KX. Effects of soil density on grass-induced suction distributions in compacted soil subjected to rainfall Canadian Geotechnical Journal. 51: 311-321. DOI: 10.1139/Cgj-2013-0221 |
0.47 |
|
2014 |
Boonyarak T, Phisitkul K, Ng CWW, Teparaksa W, Aye ZZ. Observed ground and pile group responses due to tunneling in Bangkok stiff clay Canadian Geotechnical Journal. 51: 479-495. DOI: 10.1139/Cgj-2013-0082 |
0.336 |
|
2014 |
Ng CWW, Lu H. Effects of the construction sequence of twin tunnels at different depths on an existing pile Canadian Geotechnical Journal. 51: 173-183. DOI: 10.1139/Cgj-2012-0452 |
0.345 |
|
2014 |
Ng CWW, Leung AK, Kwok SSK, Yip FHT. Effects of stiffness nonlinearity on E′ standard penetration test N correlations for analysing wall deflections in Hong Kong excavations Hkie Transactions Hong Kong Institution of Engineers. 21: 35-49. DOI: 10.1080/1023697X.2014.884968 |
0.458 |
|
2014 |
Lam S, Ng CWW, Poulos HG. Closure to “Shielding Piles from Downdrag in Consolidating Ground” by S. Y. Lam, C. W. W. Ng, and H. G. Poulos Journal of Geotechnical and Geoenvironmental Engineering. 140: 7014024. DOI: 10.1061/(Asce)Gt.1943-5606.0001001 |
0.5 |
|
2014 |
Ng CWW, Soomro MA, Hong Y. Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling Tunnelling and Underground Space Technology. 43: 350-361. DOI: 10.1016/J.Tust.2014.05.002 |
0.37 |
|
2014 |
Ng CWW, Choi CE, Kwan JSH, Koo RCH, Shiu HYK, Ho KKS. Effects of Baffle Transverse Blockage on Landslide Debris Impedance Procedia Earth and Planetary Science. 9: 3-13. DOI: 10.1016/J.Proeps.2014.06.012 |
0.326 |
|
2014 |
Zhou C, Ng CWW. A new and simple stress-dependent water retention model for unsaturated soil Computers and Geotechnics. 62: 216-222. DOI: 10.1016/J.Compgeo.2014.07.012 |
0.436 |
|
2014 |
Cai Q, Ng CWW. Effects of the tip depth of a pre-existing fracture on surface fault ruptures in cemented clay Computers and Geotechnics. 56: 181-190. DOI: 10.1016/J.Compgeo.2013.12.005 |
0.316 |
|
2014 |
Wong KS, Mašín D, Ng CWW. Modelling of shear stiffness of unsaturated fine grained soils at very small strains Computers and Geotechnics. 56: 28-39. DOI: 10.1016/J.Compgeo.2013.10.005 |
0.46 |
|
2014 |
Lv Y, Liu H, Ng CWW, Ding X, Gunawan A. Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation Computers and Geotechnics. 55: 365-377. DOI: 10.1016/J.Compgeo.2013.09.019 |
0.395 |
|
2014 |
Bolton MD, Lam SY, Vardanega PJ, Ng CWW, Ma X. Ground movements due to deep excavations in Shanghai: Design charts Frontiers of Structural and Civil Engineering. 8: 201-236. DOI: 10.1007/S11709-014-0253-Y |
0.433 |
|
2014 |
Lv Y, Liu H, Ng CWW, Gunawan A, Ding X. A modified analytical solution of soil stress distribution for XCC pile foundations Acta Geotechnica. 9: 529-546. DOI: 10.1007/S11440-013-0280-1 |
0.399 |
|
2014 |
Peng SY, Ng CWW, Zheng G. The dilatant behaviour of sand–pile interface subjected to loading and stress relief Acta Geotechnica. 9: 425-437. DOI: 10.1007/S11440-013-0216-9 |
0.404 |
|
2014 |
Ng CWW, Choi CE, Song D, Kwan JHS, Koo RCH, Shiu HYK, Ho KKS. Physical modeling of baffles influence on landslide debris mobility: Baffle physical modeling influence on landslide debris mobility Landslides. 12. DOI: 10.1007/S10346-014-0476-Y |
0.318 |
|
2014 |
Zhan TLT, Chen R, Ng CWW. Wetting-induced softening behavior of an unsaturated expansive clay Landslides. 11: 1051-1061. DOI: 10.1007/S10346-013-0449-6 |
0.472 |
|
2014 |
Zhou GGD, Ng CWW, Sun QC. A new theoretical method for analyzing confined dry granular flows Landslides. 11: 369-384. DOI: 10.1007/S10346-013-0397-1 |
0.302 |
|
2013 |
Chen Y, Chen L, Xu K, Liu L, Ng CW. Study on critical buckling load calculation method of piles considering passive and active earth pressure Structural Engineering and Mechanics. 48: 367-382. DOI: 10.12989/Sem.2013.48.3.367 |
0.365 |
|
2013 |
Leung AK, Ng CWW. Analyses of groundwater flow and plant evapotranspiration in a vegetated soil slope Canadian Geotechnical Journal. 50: 1204-1218. DOI: 10.1139/Cgj-2013-0148 |
0.408 |
|
2013 |
Ng CWW, Shi J, Hong Y. Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand Canadian Geotechnical Journal. 50: 874-888. DOI: 10.1139/Cgj-2012-0423 |
0.447 |
|
2013 |
Shi J, Wang Y, Ng CWW. Buried pipeline responses to ground displacements induced by adjacent static pipe bursting Canadian Geotechnical Journal. 50: 481-492. DOI: 10.1139/Cgj-2012-0304 |
0.391 |
|
2013 |
Ng CWW, Liu G, Li Q. Investigation of the Long-Term Tunnel Settlement Mechanisms of the First Metro Line in Shanghai Canadian Geotechnical Journal. 50: 674-684. DOI: 10.1139/Cgj-2012-0298 |
0.386 |
|
2013 |
Hong Y, Ng CWW. Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift Canadian Geotechnical Journal. 50: 153-164. DOI: 10.1139/Cgj-2012-0170 |
0.377 |
|
2013 |
Cai Q, Ng CWW. Analytical approach for estimating ground deformation profile induced by normal faulting in undrained clay Canadian Geotechnical Journal. 50: 413-422. DOI: 10.1139/Cgj-2012-0145 |
0.371 |
|
2013 |
Ng CWW, Wong KS. Investigation of passive failure and deformation mechanisms due to tunnelling in clay Canadian Geotechnical Journal. 50: 359-372. DOI: 10.1139/Cgj-2012-0098 |
0.352 |
|
2013 |
Lam SY, Ng CWW, Poulos HG. Shielding Piles from Downdrag in Consolidating Ground Journal of Geotechnical and Geoenvironmental Engineering. 139: 956-968. DOI: 10.1061/(Asce)Gt.1943-5606.0000764 |
0.473 |
|
2013 |
Ng CWW, Lu H, Peng SY. Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile Tunnelling and Underground Space Technology. 35: 189-199. DOI: 10.1016/J.Tust.2012.07.008 |
0.442 |
|
2013 |
Ng CWW, Woon KX, Leung AK, Chu LM. Experimental investigation of induced suction distribution in a grass-covered soil Ecological Engineering. 52: 219-223. DOI: 10.1016/J.Ecoleng.2012.11.013 |
0.479 |
|
2013 |
Chen R, Ng CWW. Impact of wetting–drying cycles on hydro-mechanical behavior of an unsaturated compacted clay Applied Clay Science. 86: 38-46. DOI: 10.1016/J.Clay.2013.09.018 |
0.429 |
|
2013 |
Li G, Ni C, Pei H, Ge W, Ng CWW. Stress Relaxation of Grouted Entirely Large Diameter B-GFRP Soil Nail China Ocean Engineering. 27: 495-508. DOI: 10.1007/S13344-013-0042-8 |
0.4 |
|
2013 |
Cai Q, Ng CWW, Luo G, Hu P. Influences of pre-existing fracture on ground deformation induced by normal faulting in mixed ground conditions Journal of Central South University. 20: 501-509. DOI: 10.1007/S11771-013-1512-0 |
0.398 |
|
2013 |
Chen Y, Qi C, Xu H, Ng CWW. Field Test Research on Embankment Supported by Plastic Tube Cast-in-place Concrete Piles Geotechnical and Geological Engineering. 31: 1359-1368. DOI: 10.1007/S10706-013-9660-4 |
0.488 |
|
2013 |
Leung AK, Ng CWW. Seasonal movement and groundwater flow mechanism in an unsaturated saprolitic hillslope Landslides. 10: 455-467. DOI: 10.1007/S10346-012-0343-7 |
0.436 |
|
2012 |
Zhang R, Zheng JL, Ng CWW. Experimental Study on Stress-Dependent Soil Water Characteristic Curve of a Recompacted Expansive Soil Applied Mechanics and Materials. 256: 283-286. DOI: 10.4028/Www.Scientific.Net/Amm.256-259.283 |
0.483 |
|
2012 |
Ng CWW, Lai CH, Chiu CF. A Modified Triaxial Apparatus for Measuring the Stress Path-Dependent Water Retention Curve Geotechnical Testing Journal. 35: 490-495. DOI: 10.1520/Gtj104203 |
0.432 |
|
2012 |
Zheng G, Peng SY, Ng CWW, Diao Y. Excavation effects on pile behaviour and capacity Canadian Geotechnical Journal. 49: 1347-1356. DOI: 10.1139/T2012-095 |
0.404 |
|
2012 |
Li Q, Ng CWW, Liu GB. Determination of small-strain stiffness of Shanghai clay on prismatic soil specimen Canadian Geotechnical Journal. 49: 986-993. DOI: 10.1139/T2012-050 |
0.386 |
|
2012 |
Ng CWW, Xu J. Effects of current suction ratio and recent suction history on small-strain behaviour of an unsaturated soil Canadian Geotechnical Journal. 49: 226-243. DOI: 10.1139/T11-097 |
0.427 |
|
2012 |
Ng CWW, Cai Q, Hu P. Centrifuge and numerical modeling of normal fault-rupture propagation in clay with and without a preexisting fracture. Journal of Geotechnical and Geoenvironmental Engineering. 138: 1492-1502. DOI: 10.1061/(Asce)Gt.1943-5606.0000719 |
0.327 |
|
2012 |
Wong KS, Ng CWW, Chen Y, Bian XC. Centrifuge and numerical investigation of passive failure of tunnel face in sand Tunnelling and Underground Space Technology. 28: 297-303. DOI: 10.1016/J.Tust.2011.12.004 |
0.352 |
|
2012 |
Li Q, Ng CWW, Liu G. Low Secondary Compressibility and Shear Strength of Shanghai Clay Journal of Central South University. 19: 2323-2332. DOI: 10.1007/S11771-012-1278-9 |
0.483 |
|
2012 |
Wu J, Yuan J, Ng CWW. Theoretical and experimental study of initial cracking mechanism of an expansive soil due to moisture-change Journal of Central South University. 19: 1437-1446. DOI: 10.1007/S11771-012-1160-9 |
0.432 |
|
2011 |
Ng CWW, Wong HN, Tse YM, Pappin JW, Sun HW, Millis SW, Leung AK. A field study of stress-dependent soil-water characteristic curves and permeability of a saprolitic slope in Hong Kong Geotechnique. 61: 511-521. DOI: 10.1680/Geot.8.P.157 |
0.449 |
|
2011 |
Liu GB, Jiang RJ, Ng CWW, Hong Y. Deformation characteristics of a 38 m deep excavation in soft clay Canadian Geotechnical Journal. 48: 1817-1828. DOI: 10.1139/T11-075 |
0.334 |
|
2011 |
So AKO, Ng CWW. Dynamic soil parameters and Case damping for high-capacity long H-piles Canadian Geotechnical Journal. 48: 1616-1629. DOI: 10.1139/T11-064 |
0.463 |
|
2011 |
Zheng G, Diao Y, Ng CWW. Parametric analysis of the effects of stress relief on the performance and capacity of piles in nondilative soils Canadian Geotechnical Journal. 48: 1354-1363. DOI: 10.1139/T11-043 |
0.406 |
|
2011 |
Leung AK, Sun HW, Millis SW, Pappin JW, Ng CWW, Wong HN. Field monitoring of an unsaturated saprolitic hillslope Canadian Geotechnical Journal. 48: 339-353. DOI: 10.1139/T10-069 |
0.356 |
|
2011 |
Ng CWW, Leung AK. Measurements of Drying and Wetting Permeability Functions Using a New Stress-Controllable Soil Column Journal of Geotechnical and Geoenvironmental Engineering. 138: 58-68. DOI: 10.1061/(Asce)Gt.1943-5606.0000560 |
0.422 |
|
2009 |
Ng CWW, Xu J, Yung SY. Effects of wetting-drying and stress ratio on anisotropic stiffness of an unsaturated soil at very small strains Canadian Geotechnical Journal. 46: 1062-1076. DOI: 10.1139/T09-043 |
0.442 |
|
2009 |
Lam SY, Ng CWW, Leung CF, Chan SH. Centrifuge and numerical modeling of axial load effects on piles in consolidating ground Canadian Geotechnical Journal. 46: 10-24. DOI: 10.1139/T08-095 |
0.43 |
|
2009 |
So AKO, Ng CWW. Performance of Long-Driven H-Piles in Granitic Saprolite Journal of Geotechnical and Geoenvironmental Engineering. 135: 246-258. DOI: 10.1061/(Asce)1090-0241(2009)135:2(246) |
0.446 |
|
2008 |
Ng CWW, Yung SY. Determination of the anisotropic shear stiffness of an unsaturated decomposed soil Geotechnique. 58: 23-35. DOI: 10.1680/Geot.2008.58.1.23 |
0.483 |
|
2008 |
Ng CWW, Poulos HG, Chan VSH, Lam SSY, Chan GCY. Effects of Tip Location and Shielding on Piles in Consolidating Ground Journal of Geotechnical and Geoenvironmental Engineering. 134: 1245-1260. DOI: 10.1061/(Asce)1090-0241(2008)134:9(1245) |
0.416 |
|
2008 |
Ng CWW, Springman SM, Alonso EE. Monitoring the Performance of Unsaturated Soil Slopes Geotechnical and Geological Engineering. 26: 799-816. DOI: 10.1007/S10706-008-9203-6 |
0.46 |
|
2008 |
Alonso EE, Springman SM, Ng CWW. Monitoring large-scale tests for nuclear waste disposal Geotechnical and Geological Engineering. 26: 817-826. DOI: 10.1007/S10706-008-9195-2 |
0.309 |
|
2007 |
Ng CWW, Cui Y, Chen R, Delage P. The axis-translation and osmotic techniques in shear testing of unsaturated soils : A comparison Soils and Foundations. 47: 675-684. DOI: 10.3208/Sandf.47.675 |
0.327 |
|
2007 |
Ng CWW, Zhan LT. Comparative Study Of Rainfall Infiltration Into A Bare And A Grassed Unsaturated Expansive Soil Slope Soils and Foundations. 47: 207-217. DOI: 10.3208/Sandf.47.207 |
0.435 |
|
2007 |
Zhan L, Chen P, Ng CWW. Effect of suction change on water content and total volume of an expansive clay Journal of Zhejiang University Science. 8: 699-706. DOI: 10.1631/Jzus.2007.A0699 |
0.456 |
|
2007 |
Zhan TLT, Ng CWW, Fredlund DG. Instrumentation of an Unsaturated Expansive Soil Slope Geotechnical Testing Journal. 30: 113-123. DOI: 10.1520/Gtj12704 |
0.467 |
|
2007 |
Zhan TLT, Ng CWW, Fredlund DG. Field study of rainfall infiltration into a grassed unsaturated expansive soil slope Canadian Geotechnical Journal. 44: 392-408. DOI: 10.1139/T07-001 |
0.43 |
|
2007 |
Ng CWW, Leung EHY. Determination of Shear-Wave Velocities and Shear Moduli of Completely Decomposed Tuff Journal of Geotechnical and Geoenvironmental Engineering. 133: 630-640. DOI: 10.1061/(Asce)1090-0241(2007)133:6(630) |
0.303 |
|
2007 |
Leung EHY, Ng CWW. Wall and Ground Movements Associated with Deep Excavations Supported by Cast In Situ Wall in Mixed Ground Conditions Journal of Geotechnical and Geoenvironmental Engineering. 133: 129-143. DOI: 10.1061/(Asce)1090-0241(2007)133:2(129) |
0.352 |
|
2007 |
Liu HL, Ng CWW, Fei K. Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study Journal of Geotechnical and Geoenvironmental Engineering. 133: 1483-1493. DOI: 10.1061/(Asce)1090-0241(2007)133:12(1483) |
0.457 |
|
2006 |
Zhan TLT, Ng CWW. Shear strength characteristics of an unsaturated expansive clay Canadian Geotechnical Journal. 43: 751-763. DOI: 10.1139/T06-036 |
0.447 |
|
2006 |
Ho KMY, Ng CWW, Ho KKS, Tang WHC. State-Dependent Soil-Water Characteristic Curves (SDSWCCs) of weathered soils Geotechnical Special Publication. 1302-1313. DOI: 10.1061/40802(189)107 |
0.448 |
|
2006 |
Zhang LM, Ng CWW, Chan F, Pang HW. Termination Criteria for Jacked Pile Construction and Load Transfer in Weathered Soils Journal of Geotechnical and Geoenvironmental Engineering. 132: 819-829. DOI: 10.1061/(Asce)1090-0241(2006)132:7(819) |
0.404 |
|
2006 |
Cai Y, Shi B, Ng CWW, Tang C. Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil Engineering Geology. 87: 230-240. DOI: 10.1016/J.Enggeo.2006.07.007 |
0.463 |
|
2005 |
Nip DCN, Ng CWW. Back-analysis of laterally loaded bored piles Geotechnical Engineering. 158: 63-73. DOI: 10.1680/Geng.2005.158.2.63 |
0.408 |
|
2005 |
Wang ZW, Ng CWW, Liu GB. Characteristics of wall deflections and ground surface settlements in Shanghai Canadian Geotechnical Journal. 42: 1243-1254. DOI: 10.1139/T05-056 |
0.393 |
|
2005 |
Ng CWW, Lee GTK. Three-dimensional ground settlements and stress-transfer mechanisms due to open-face tunnelling Canadian Geotechnical Journal. 42: 1015-1029. DOI: 10.1139/T05-025 |
0.333 |
|
2005 |
Wang Y, Ng CWW. Effects of Stress Paths on the Small-Strain Stiffness of Completely Decomposed Granite Canadian Geotechnical Journal. 42: 1200-1211. DOI: 10.1139/T05-009 |
0.349 |
|
2005 |
Lin QX, Li XS, Ng CWW. Liquefaction of Completely Decomposed Granite Geotechnical Special Publication. 1-14. DOI: 10.1061/40779(158)27 |
0.361 |
|
2005 |
Liu GB, Ng CWW, Wang ZW. Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays Journal of Geotechnical and Geoenvironmental Engineering. 131: 1004-1013. DOI: 10.1061/(Asce)1090-0241(2005)131:8(1004) |
0.371 |
|
2005 |
Lee GTK, Ng CWW. Effects of Advancing Open Face Tunneling on an Existing Loaded Pile Journal of Geotechnical and Geoenvironmental Engineering. 131: 193-201. DOI: 10.1061/(Asce)1090-0241(2005)131:2(193) |
0.44 |
|
2005 |
Cheuk CY, Ng CWW, Sun HW. Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects Computers and Geotechnics. 32: 290-303. DOI: 10.1016/J.Compgeo.2005.02.005 |
0.482 |
|
2004 |
Zhang LM, Ng CWW, Lee CJ. Effects Of Slope And Sleeving On The Behavior Of Laterally Loaded Piles Soils and Foundations. 44: 99-108. DOI: 10.3208/Sandf.44.4_99 |
0.379 |
|
2004 |
Ng CWW, Lee KM, Tang DKW. Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions Canadian Geotechnical Journal. 41: 523-539. DOI: 10.1139/T04-008 |
0.336 |
|
2004 |
Ng CWW, Leung EHY, Lau CK. Inherent anisotropic stiffness of weathered geomaterial and its influence on ground deformations around deep excavations Canadian Geotechnical Journal. 41: 12-24. DOI: 10.1139/T03-066 |
0.471 |
|
2004 |
Zhan TLT, Ng CWW. Analytical analysis of rainfall infiltration mechanism in unsaturated soils International Journal of Geomechanics. 4: 273-284. DOI: 10.1061/(Asce)1532-3641(2004)4:4(273) |
0.36 |
|
2004 |
Lee CJ, Ng CWW. Development of Downdrag on Piles and Pile Groups in Consolidating Soil Journal of Geotechnical and Geoenvironmental Engineering. 130: 905-914. DOI: 10.1061/(Asce)1090-0241(2004)130:9(905) |
0.366 |
|
2004 |
Ng CWW, Fung WT, Cheuk CY, Zhang LM. Influence Of Stress Ratio And Stress Path On Behavior Of Loose Decomposed Granite Journal of Geotechnical and Geoenvironmental Engineering. 130: 36-44. DOI: 10.1061/(Asce)1090-0241(2004)130:1(36) |
0.403 |
|
2004 |
Ng CWW, Li XS, laak PAV, Hou DYJ. Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquakes Soil Dynamics and Earthquake Engineering. 24: 305-318. DOI: 10.1016/J.Soildyn.2003.12.002 |
0.423 |
|
2003 |
Chiu CF, Ng CWW. A state-dependent elasto-plastic model for saturated and unsaturated soils Geotechnique. 53: 809-829. DOI: 10.1680/Geot.2003.53.9.809 |
0.461 |
|
2003 |
Ng CWW, Zhan LT, Bao CG, Fredlund DG, Gong BW. Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration GéOtechnique. 53: 143-157. DOI: 10.1680/Geot.2003.53.2.143 |
0.448 |
|
2003 |
Ng CWW, Lei G. An explicit analytical solution for calculating horizontal stress changes and displacements around an excavated diaphragm wall panel Canadian Geotechnical Journal. 40: 780-792. DOI: 10.1139/T03-027 |
0.317 |
|
2003 |
Ng CWW, Lei G. Performance of Long Rectangular Barrettes in Granitic Saprolites Journal of Geotechnical and Geoenvironmental Engineering. 129: 685-696. DOI: 10.1061/(Asce)1090-0241(2003)129:8(685) |
0.352 |
|
2003 |
Ng CWW, Chiu ACF. Laboratory Study Of Loose Saturated And Unsaturated Decomposed Granitic Soil Journal of Geotechnical and Geoenvironmental Engineering. 129: 550-559. DOI: 10.1061/(Asce)1090-0241(2003)129:6(550) |
0.46 |
|
2002 |
Ng CWW, Zhan L, Cui Y. A new simple system for measuring volume changes in unsaturated soils Canadian Geotechnical Journal. 39: 757-764. DOI: 10.1139/T02-015 |
0.371 |
|
2002 |
Ng CWW, Lee GTK. A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces Computers and Geotechnics. 29: 673-697. DOI: 10.1016/S0266-352X(02)00012-5 |
0.417 |
|
2001 |
Ng CWW, Li JHM, Yau TLY. Behavior of Large Diameter Floating Bored Piles in Saprolitic Soils Soils and Foundations. 41: 37-52. DOI: 10.3208/Sandf.41.6_37 |
0.43 |
|
2001 |
Ng CWW, Guan P, Shang YJ. Weathering Mechanisms and Indices of the Igneous Rocks of Hong Kong Quarterly Journal of Engineering Geology and Hydrogeology. 34: 133-151. DOI: 10.1144/Qjegh.34.2.133 |
0.338 |
|
2001 |
Ng CWW, Wang B, Tung Y. Three-dimensional numerical investigations of groundwater responses in an unsaturated slope subjected to various rainfall patterns Canadian Geotechnical Journal. 38: 1049-1062. DOI: 10.1139/T01-057 |
0.361 |
|
2001 |
Ng CWW, Zhang LM, Ho KKS. Influence of Laterally Loaded Sleeved Piles and Pile Groups on Slope Stability Canadian Geotechnical Journal. 38: 553-566. DOI: 10.1139/T00-109 |
0.417 |
|
2001 |
Zhang LM, McVay MC, Ng CWW. A Possible Physical Meaning of Case Damping in Pile Dynamics Canadian Geotechnical Journal. 38: 83-94. DOI: 10.1139/T00-073 |
0.392 |
|
2001 |
Ng CWW, Zhang LM, Nip DCN. Response of Laterally Loaded Large-Diameter Bored Pile Groups Journal of Geotechnical and Geoenvironmental Engineering. 127: 658-669. DOI: 10.1061/(Asce)1090-0241(2001)127:8(658) |
0.368 |
|
2001 |
Ng CWW, Yau TLY, Li JHM, Tang WHC. Side Resistance of Large Diameter Bored Piles Socketed into Decomposed Rocks Journal of Geotechnical and Geoenvironmental Engineering. 127: 642-657. DOI: 10.1061/(Asce)1090-0241(2001)127:8(642) |
0.327 |
|
2001 |
Ng CWW, Zhang LM. Three-Dimensional Analysis of Performance of Laterally Loaded Sleeved Piles in Sloping Ground Journal of Geotechnical and Geoenvironmental Engineering. 127: 499-509. DOI: 10.1061/(Asce)1090-0241(2001)127:6(499) |
0.424 |
|
2001 |
Ng CWW, Yau TLY, Li JHM, Tang WHC. New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials Journal of Geotechnical and Geoenvironmental Engineering. 127: 488-498. DOI: 10.1061/(Asce)1090-0241(2001)127:6(488) |
0.346 |
|
2001 |
Ng CWW, Rigby DB, Ng SWL, Lei G. Field Studies Of Well-Instrumented Barrette In Hong Kong Journal of Geotechnical and Geoenvironmental Engineering. 126: 60-73. DOI: 10.1061/(Asce)1090-0241(2001)127:5(466) |
0.477 |
|
2001 |
Zhang L, Tang WH, Ng CWW. Reliability of axially loaded driven pile groups Journal of Geotechnical and Geoenvironmental Engineering. 127: 1051-1060. DOI: 10.1061/(Asce)1090-0241(2001)127:12(1051) |
0.313 |
|
2001 |
Ng CWW, Chiu ACF. Behavior Of A Loosely Compacted Unsaturated Volcanic Soil Journal of Geotechnical and Geoenvironmental Engineering. 127: 1027-1036. DOI: 10.1061/(Asce)1090-0241(2001)127:12(1027) |
0.458 |
|
2001 |
Lei G, Ng CWW, Rigby DB. Stress and Displacement around an Elastic Artificial Rectangular Hole Journal of Engineering Mechanics-Asce. 127: 880-890. DOI: 10.1061/(Asce)0733-9399(2001)127:9(880) |
0.338 |
|
2001 |
Guan P, Ng CWW, Sun M, Tang WHC. Weathering indices for rhyolitic tuff and granite in Hong Kong Engineering Geology. 59: 147-159. DOI: 10.1016/S0013-7952(00)00071-5 |
0.408 |
|
2000 |
Ng CWW, Pang YW. Experimental investigations of the soil-water characteristics of a volcanic soil Canadian Geotechnical Journal. 37: 1252-1264. DOI: 10.1139/T00-056 |
0.479 |
|
2000 |
Ng CWW, Pun WK, Pang RPL. Small strain stiffness of natural granitic saprolite in Hong Kong Journal of Geotechnical and Geoenvironmental Engineering. 126: 819-833. DOI: 10.1061/(Asce)1090-0241(2000)126:9(819) |
0.343 |
|
2000 |
Ng CWW, Pang Y. Influence of Stress State on Soil-Water Characteristics and Slope Stability Journal of Geotechnical and Geoenvironmental Engineering. 126: 157-166. DOI: 10.1061/(Asce)1090-0241(2000)126:2(157) |
0.478 |
|
1999 |
Ng CWW, Rigby DB, Lei G, Ng SWL. Observed performance of a short diaphragm wall panel Geotechnique. 49: 681-694. DOI: 10.1680/Geot.1999.49.5.681 |
0.355 |
|
1999 |
McDougall J, Ng CWW, Shi Q. Discussion of ‘Influence of rainfall intensity and duration on slope stability in unsaturated soils’ by C. W. W. Ng & Q. Shi (Quarterly Journal of Engineering Geology, 31, 105–114) Quarterly Journal of Engineering Geology and Hydrogeology. 32: 303-303. DOI: 10.1144/Gsl.Qjeg.1999.032.P3.08 |
0.314 |
|
1999 |
Ng CWW. Stress Paths in Relation to Deep Excavations Journal of Geotechnical and Geoenvironmental Engineering. 125: 357-363. DOI: 10.1061/(Asce)1090-0241(1999)125:5(357) |
0.39 |
|
1998 |
Ng C, Springman S, Norrish A. Soil-Structure Interaction Of Spread-Base Integral Bridge Abutments Soils and Foundations. 38: 145-162. DOI: 10.3208/Sandf.38.145 |
0.466 |
|
1998 |
Ng CWW, Shi Q. Influence of rainfall intensity and duration on slope stability in unsaturated soils Quarterly Journal of Engineering Geology and Hydrogeology. 31: 105-113. DOI: 10.1144/Gsl.Qjeg.1998.031.P2.04 |
0.421 |
|
1998 |
Ng CWW, Simpson B, Lings ML, Nash DFT. Numerical analysis of a multipropped excavation in stiff clay Canadian Geotechnical Journal. 35: 115-130. DOI: 10.1139/T97-074 |
0.398 |
|
1998 |
Ng CWW. Observed performance of multipropped excavation in stiff clay Journal of Geotechnical and Geoenvironmental Engineering. 124: 889-905. DOI: 10.1061/(Asce)1090-0241(1998)124:9(889) |
0.428 |
|
1998 |
Ng CWW, Yan RWM. Stress Transfer and Deformation Mechanisms around a Diaphragm Wall Panel Journal of Geotechnical and Geoenvironmental Engineering. 124: 638-648. DOI: 10.1061/(Asce)1090-0241(1998)124:7(638) |
0.358 |
|
1998 |
Ng CWW, Springman SM, Norrish ARM. Centrifuge modeling of spread-base integral bridge abutments Journal of Geotechnical and Geoenvironmental Engineering. 124: 376-388. DOI: 10.1061/(Asce)1090-0241(1998)124:5(376) |
0.395 |
|
1998 |
Ng CWW, Shi Q. A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage Computers and Geotechnics. 22: 1-28. DOI: 10.1016/S0266-352X(97)00036-0 |
0.47 |
|
1995 |
Ng CWW, Bolton MD, Dasari GR. The small strain stiffness of a carbonate stiff clay Soils and Foundations. 35: 109-114. DOI: 10.3208/Sandf.35.4_109 |
0.301 |
|
1995 |
Ng CWW, Lings ML, Simpson B, Nash DFT. An Approximate Analysis Of The Three-Dimensional Effects Of Diaphragm Wall Installation Geotechnique. 45: 497-507. DOI: 10.1680/Geot.1995.45.3.497 |
0.362 |
|
1995 |
Ng CWW, Lings ML. Effects of Modeling Soil Nonlinearity and Wall Installation on Back-Analysis of Deep Excavation in Stiff Clay Journal of Geotechnical Engineering. 121: 687-695. DOI: 10.1061/(Asce)0733-9410(1995)121:10(687) |
0.439 |
|
Show low-probability matches. |