Year |
Citation |
Score |
2019 |
Dobry R, Thevanayagam S, El-Sekelly W, Abdoun T, Huang Q. Large-Scale Modeling of Preshaking Effect on Liquefaction Resistance, Shear Wave Velocity, and CPT Tip Resistance of Clean Sand Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019065. DOI: 10.1061/(Asce)Gt.1943-5606.0002080 |
0.302 |
|
2017 |
Mercado V, El-Sekelly W, Zeghal M, Abdoun T, Dobry R, Thevanayagam S. Characterization of the contractive and pore pressure behavior of saturated sand deposits under seismic loading Computers and Geotechnics. 82: 223-236. DOI: 10.1016/J.Compgeo.2016.10.015 |
0.534 |
|
2016 |
Abdoun T, El-Sekelly W, Dobry R, Thevanayagam S, Gonzalez M. A database for the experimental study of earthquake-induced liquefaction and lateral spreading in sands Earthquake Spectra. 32: 1261-1279. DOI: 10.1193/013115Eqs018M |
0.494 |
|
2016 |
Thevanayagam S, Veluchamy V, Huang Q, Sivaratnarajah U. Non-plastic silty sand liquefaction, screening, and remediation Soil Dynamics and Earthquake Engineering. 91: 147-159. DOI: 10.1016/J.Soildyn.2016.09.027 |
0.577 |
|
2013 |
Abdoun T, Gonzalez MA, Thevanayagam S, Dobry R, Elgama A, Zegha M, Mercado VM, Shamy UE. Centrifuge and large-scale modeling of seismic pore pressures in sands: Cyclic strain interpretation Journal of Geotechnical and Geoenvironmental Engineering. 139: 1215-1234. DOI: 10.1061/(Asce)Gt.1943-5606.0000821 |
0.373 |
|
2010 |
Thevanayagam S, Shenthan T. Cyclic pore pressure generation, dissipation and densification in granular mixes International Journal of Geotechnical Earthquake Engineering. 1: 43-60. DOI: 10.4018/Jgee.2010090803 |
0.78 |
|
2010 |
Dobry R, Thevanayagam S, Medina C, Bethapudi R, Elgamal A, Bennett V, Abdoun T, Zeghal M, El Shamy U, Mercado VM. Mechanics of lateral spreading observed in a full-scale shake test Journal of Geotechnical and Geoenvironmental Engineering. 137: 115-129. DOI: 10.1061/(Asce)Gt.1943-5606.0000409 |
0.478 |
|
2010 |
El Shamy U, Zeghal M, Dobry R, Thevanayagam S, Elgamal A, Abdoun T, Medina C, Bethapudi R, Bennett V. Micromechanical aspects of liquefaction-induced lateral spreading International Journal of Geomechanics. 10: 190-201. DOI: 10.1061/(Asce)Gm.1943-5622.0000056 |
0.454 |
|
2010 |
Abdoun T, Bennett V, Dobry R, Koelewijn A, Thevanayagam S. Real-time monitoring of full-scale levee testing Physical Modelling in Geotechnics - Proceedings of the 7th International Conference On Physical Modelling in Geotechnics 2010, Icpmg 2010. 2: 1171-1176. |
0.324 |
|
2009 |
Abdoun T, Bennett V, Thevanayagam S, Dobry R, Shantz T, Jang D. Wireless MEMS-based system for real-time geotechnical instrumentation of active slopes Wit Transactions On the Built Environment. 108: 617-624. DOI: 10.2495/Safe090571 |
0.43 |
|
2009 |
Nashed R, Thevanayagam S, Martin GR. Dynamic compaction of saturated sands and silty sands: Design Proceedings of the Institution of Civil Engineers: Ground Improvement. 162: 81-92. DOI: 10.1680/grim.2009.162.2.81 |
0.768 |
|
2009 |
Nashed R, Thevanayagam S, Martin GR. Dynamic compaction of saturated sands and silty sands: Results Proceedings of the Institution of Civil Engineers: Ground Improvement. 162: 69-79. DOI: 10.1680/Grim.2009.162.2.69 |
0.733 |
|
2009 |
Thevanayagam S, Nashed R, Martin GR. Dynamic compaction of saturated sands and silty sands: Theory Proceedings of the Institution of Civil Engineers: Ground Improvement. 162: 57-68. DOI: 10.1680/grim.2009.162.2.57 |
0.81 |
|
2009 |
Thevanayagam S, Kanagalingam T, Reinhorn A, Tharmendhira R, Dobry R, Pitman M, Abdoun T, Elgamal A, Zeghal M, Ecemis N, Shamy UE. Laminar box system for 1-g physical modeling of liquefaction and lateral spreading Geotechnical Testing Journal. 32. DOI: 10.1520/Gtj102154 |
0.745 |
|
2009 |
Bennett V, Abdoun T, Shantz T, Jang D, Thevanayagam S. Design and characterization of a compact array of MEMS accelerometers for geotechnical instrumentation Smart Structures and Systems. 5: 663-679. DOI: 10.12989/Sss.2009.5.6.663 |
0.308 |
|
2008 |
Thevanayagam S, Ecemis N. Effects of permeability on liquefaction resistance and cone resistance Geotechnical Special Publication. DOI: 10.1061/40975(318)92 |
0.347 |
|
2007 |
Thevanayagam S. Intergrain contact density indices for granular mixes-II: Liquefaction resistance Earthquake Engineering and Engineering Vibration. 6: 135-146. DOI: 10.1007/S11803-007-0706-6 |
0.423 |
|
2007 |
Thevanayagam S. Intergrain contact density indices for granular mixes-I: Framework Earthquake Engineering and Engineering Vibration. 6: 123-134. DOI: 10.1007/S11803-007-0705-7 |
0.476 |
|
2006 |
Nashed R, Thevanayagam S, Martin GR. Simulation of dynamic compaction processes in saturated silty soils Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 284. DOI: 10.1061/40803(187)284 |
0.822 |
|
2006 |
Shenthan T, Thevanayagam S, Martin GR. Numerical simulation of soil densification using vibro-stone columns Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 263. DOI: 10.1061/40803(187)263 |
0.832 |
|
2006 |
Kanagalingam T, Thevanayagam S. Energy dissipation and liquefaction assessment in sands and silty soils Geocongress 2006: Geotechnical Engineering in the Information Technology Age. 2006: 198. DOI: 10.1061/40803(187)198 |
0.82 |
|
2006 |
Thevanayagam S, Ecemis N, Kanagalingam T, Martin GR. Effects of fines on liquefaction screening using penetration resistance 8th Us National Conference On Earthquake Engineering 2006. 10: 5697-5706. |
0.747 |
|
2006 |
Kanagalingam T, Thevanayagam S. Energy-based liquefaction assessment in sands and silty soils 8th Us National Conference On Earthquake Engineering 2006. 14: 8307-8316. |
0.827 |
|
2006 |
Shenthan T, Thevanayagam S, Martin GR. Soil densification using vibro-stone columns supplemented with wick drains 8th Us National Conference On Earthquake Engineering 2006. 14: 8207-8213. |
0.832 |
|
2006 |
Nashed R, Thevanayagam S, Shenthan T, Martin GR. A design procedure for liquefaction mitigation of silty soils using dynamic compaction 8th Us National Conference On Earthquake Engineering 2006. 10: 5737-5746. |
0.786 |
|
2004 |
Shenthan T, Nashed R, Thevanayagam S, Martin GR. Liquefaction mitigation in silty soils using composite stone columns and dynamic compaction Earthquake Engineering and Engineering Vibration. 3: 39-50. DOI: 10.1007/Bf02668849 |
0.771 |
|
2003 |
Thevanayagam S, Jia W. Electro-osmotic grouting for liquefaction mitigation in silty soils Geotechnical Special Publication. 1507-1517. |
0.501 |
|
2002 |
Thevanayagam S, Shenthan T, Mohan S, Liang J. Undrained fragility of clean sands, silty sands, and sandy silts Journal of Geotechnical and Geoenvironmental Engineering. 128: 849-859. DOI: 10.1061/(Asce)1090-0241(2002)128:10(849) |
0.778 |
|
2002 |
Thevanayagam S, Martin GR. Liquefaction in silty soils—screening and remediation issues Soil Dynamics and Earthquake Engineering. 22: 1035-1042. DOI: 10.1016/S0267-7261(02)00128-8 |
0.55 |
|
2002 |
Thevanayagam S, Martin GR. Liquefaction in silty soils - screening and remediation issues Soil Dynamics and Earthquake Engineering. 22: 1035-1042. |
0.472 |
|
2000 |
Thevanayagam S, Fiorillo M, Liang J. Effect of non-plastic fines on undrained cyclic strength of silty sands Proceedings of Sessions of Geo-Denver 2000 - Soil Dynamics and Liquefaction 2000, Gsp 107. 295: 77-91. DOI: 10.1061/40520(295)6 |
0.482 |
|
1999 |
Thevanayagam S. Role of intergrain contacts, friction, and interactions on undrained response of granular mixes Physics and Mechanics of Soil Liquefaction. Proceedings of the International Workshop, Baltimore, September 1998.. 67-78. |
0.368 |
|
1998 |
Thevanayagam S. Effects of fines and confining stress on undrained shear strength of silty sands Journal of Geotechnical and Geoenvironmental Engineering. 124: 479-491. DOI: 10.1061/(Asce)1090-0241(1998)124:6(479) |
0.372 |
|
1998 |
Thevanayagam S, Rishindran T. Injection of nutrients and TEAs in clayey soils using electrokinetics Journal of Geotechnical and Geoenvironmental Engineering. 124: 330-338. DOI: 10.1061/(Asce)1090-0241(1998)124:4(330) |
0.544 |
|
1998 |
Thevanayagam S, Nesarajah S. Fractal model for flow through saturated soils Journal of Geotechnical and Geoenvironmental Engineering. 124: 53-66. DOI: 10.1061/(Asce)1090-0241(1998)124:1(53) |
0.577 |
|
1997 |
Thevanayagam S, Ravishankar K, Mohan S. Steady-state strength, relative density, and fines content relationship for sands Transportation Research Record. 61-67. DOI: 10.3141/1547-09 |
0.426 |
|
1997 |
Thevanayagam S, Ravishankar K, Mohan S. Effects of Fines on Monotonic Undrained Shear Strength of Sandy Soils Geotechnical Testing Journal. 20: 394-406. DOI: 10.1520/Gtj10406J |
0.447 |
|
1997 |
Thevanayagam S. Vacuum-assisted consolidation of coastal and offshore dredge fills Geotechnical Special Publication. 67-86. |
0.391 |
|
1996 |
Thevanayagam S, Kavazanjian E, Jacob A, Nesarajah S. Deterministic and probabilistic analyses of preload design at a hydraulic fill site Geotechnical Special Publication. 1417-1431. |
0.489 |
|
1996 |
Thevanayagam S, Wang CC, Ravishankar K. Determination of post-liquefaction strength: Steady state vs residual strength Geotechnical Special Publication. |
0.4 |
|
1995 |
Thevanayagam S. Frequency-Domain Analysis Of Electrical Dispersion Of Soils Journal of Geotechnical Engineering. 121: 618-628. DOI: 10.1061/(Asce)0733-9410(1995)121:8(618) |
0.529 |
|
1995 |
Thevanayagam S. Environmental soil characterization using electric dispersion Geotechnical Special Publication. 137-150. |
0.453 |
|
1994 |
Thevanayagam S. Soil structure characterization using electromagnetic waves Particulate Science and Technology. 12: 281-298. DOI: 10.1080/02726359408906656 |
0.506 |
|
1994 |
Thevanayagam S, Kavazanjian E, Jacob A, Juran I. Prospects of vacuum-assisted consolidation for ground improvement of coastal and offshore fills Geotechnical Special Publication. 90-105. |
0.424 |
|
1994 |
Cognon JM, Juran I, Thevanayagam S. Vacuum consolidation technology - principles and field experience Geotechnical Special Publication. 2: 1237-1248. |
0.318 |
|
1993 |
Thevanayagam S. Electrical response of two-phase soil: Theory and applications Journal of Geotechnical Engineering. 119: 1250-1275. DOI: 10.1061/(Asce)0733-9410(1993)119:8(1250) |
0.462 |
|
1991 |
Thevanayagam S. Level ground soil-liquefaction analysis using in situ properties: I Journal of Geotechnical Engineering. 117: 364-367. DOI: 10.1061/(ASCE)0733-9410(1991)117:2(364) |
0.454 |
|
1989 |
Thevanayagam S, Agrawal G, Altschaeffl AG. New basis for earthwork specification for clay soil Journal of Geotechnical Engineering. 115: 1599-1616. DOI: 10.1061/(ASCE)0733-9410(1989)115:11(1599) |
0.427 |
|
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