| Year |
Citation |
Score |
| 2020 |
Wang J, Wen H, Muhunthan B. Development of test methods to characterize the shrinkage properties of cementitiously stabilized materials Transportation Geotechnics. 25: 100405. DOI: 10.1016/J.Trgeo.2020.100405 |
0.316 |
|
| 2020 |
Li R, Bahadori A, Xin J, Zhang K, Muhunthan B, Zhang J. Characteristics of bioepoxy based on waste cooking oil and lignin and its effects on asphalt binder Construction and Building Materials. 251: 118926. DOI: 10.1016/J.Conbuildmat.2020.118926 |
0.319 |
|
| 2019 |
Li X, Wang J, Wen H, Muhunthan B. Field Calibration of Fatigue Models of Cementitiously Stabilized Pavement Materials for Use in the Mechanistic-Empirical Pavement Design Guide Transportation Research Record: Journal of the Transportation Research Board. 2673: 427-435. DOI: 10.1177/0361198118821924 |
0.381 |
|
| 2018 |
Ramezanian S, Ta HX, Muhunthan B, Abu-Lail N. Role of ionic strength in the retention and initial attachment of Pseudomonas putida to quartz sand. Biointerphases. 13: 041005. PMID 29898603 DOI: 10.1116/1.5027735 |
0.344 |
|
| 2018 |
Wang J, Wen H, Muhunthan B. Test Method Evaluation and Model Development for Erodibility Properties of Cementitiously Stabilized Layers Geotechnical Testing Journal. 42: 20170052. DOI: 10.1520/Gtj20170052 |
0.34 |
|
| 2018 |
Ramezanian S, Uzoechi S, Muhunthan B, Abu-Lail N. Role of ionic strength in the thicknesses of the biopolymer fringes, spring constants, and Young's moduli ofPseudomonas putida Journal of Vacuum Science & Technology B, Nanotechnology and Microelectronics: Materials, Processing, Measurement, and Phenomena. 36: 021801. DOI: 10.1116/1.5002751 |
0.302 |
|
| 2018 |
Ham S, Chang I, Noh D, Kwon T, Muhunthan B. Improvement of Surface Erosion Resistance of Sand by Microbial Biopolymer Formation Journal of Geotechnical and Geoenvironmental Engineering. 144: 06018004. DOI: 10.1061/(Asce)Gt.1943-5606.0001900 |
0.387 |
|
| 2017 |
Wu S, Zhang W, Shen S, Muhunthan B, Mohammad LN. Short-Term Performance and Evolution of Material Properties of Warm- and Hot-Mix Asphalt Pavements: Case Studies Transportation Research Record: Journal of the Transportation Research Board. 2631: 39-54. DOI: 10.3141/2631-05 |
0.324 |
|
| 2017 |
Wang J, Li X, Wen H, Muhunthan B. Modelling the evolution of strength and modulus of cementitiously stabilised materials for different curing conditions Road Materials and Pavement Design. 19: 1027-1043. DOI: 10.1080/14680629.2017.1286252 |
0.327 |
|
| 2017 |
Barik M, Adam J, Barber M, Muhunthan B. Improved landslide susceptibility prediction for sustainable forest management in an altered climate Engineering Geology. 230: 104-117. DOI: 10.1016/J.Enggeo.2017.09.026 |
0.314 |
|
| 2017 |
Wu S, Zhang W, Shen S, Li X, Muhunthan B, Mohammad LN. Field-aged asphalt binder performance evaluation for Evotherm warm mix asphalt: Comparisons with hot mix asphalt Construction and Building Materials. 156: 574-583. DOI: 10.1016/J.Conbuildmat.2017.09.016 |
0.313 |
|
| 2016 |
Manahiloh KN, Muhunthan B, Likos WJ. Microstructure-Based Effective Stress Formulation for Unsaturated Granular Soils International Journal of Geomechanics. 16. DOI: 10.1061/(Asce)Gm.1943-5622.0000617 |
0.781 |
|
| 2015 |
Li X, Wen H, Muhunthan B. Modeling the drying shrinkage cracking of untreated soils and cementitiously stabilized soils Transportation Research Record. 2511: 90-101. DOI: 10.3141/2511-11 |
0.422 |
|
| 2015 |
Wen H, Wang J, Wen VW, Muhunthan B. Soil–Water Characteristic Curves for Soils Stabilized with Class C Fly Ash Transportation Research Record. 2473: 147-154. DOI: 10.3141/2473-17 |
0.442 |
|
| 2015 |
Li X, Wen H, Muhunthan B, Wang J. Modeling and prediction of the effects of moisture on the unconfined compressive and tensile strength of soils Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001308 |
0.454 |
|
| 2015 |
Manahiloh KN, Muhunthan B, Likos WJ. Effective stress and the role of liquid fabric in unsaturated granular soils Geomechanics From Micro to Macro - Proceedings of the Tc105 Issmge International Symposium On Geomechanics From Micro to Macro, Is-Cambridge 2014. 2: 863-868. |
0.756 |
|
| 2014 |
Li X, Wen H, Muhunthan B. Modeling the drying process of unbound soils and cementitiously stabilized soils Transportation Research Record. 2462: 117-125. DOI: 10.3141/2462-14 |
0.433 |
|
| 2014 |
Wen H, Muhunthan B, Wang J, Li X, Edil T, Tinjum JM. Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis Nchrp Report. DOI: 10.17226/22247 |
0.331 |
|
| 2014 |
Chowdhury B, Haque A, Muhunthan B. New pressure-void ratio relationship for structured soils in the virgin compression range Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0001153 |
0.402 |
|
| 2014 |
Yu H, Muhunthan B, Shen S. Anisotropic Nonlinear Elastoviscoplastic Model for Rutting of Asphalt Mixtures Journal of Engineering Mechanics-Asce. 140: 242-249. DOI: 10.1061/(Asce)Em.1943-7889.0000655 |
0.301 |
|
| 2014 |
Ma B, Muhunthan B, Xie X. Mechanisms of Quasi-preconsolidation stress development in clays: A rheological model Soils and Foundations. 54: 439-450. DOI: 10.1016/J.Sandf.2014.04.012 |
0.433 |
|
| 2014 |
Yi J, Shen S, Muhunthan B, Feng D. Viscoelastic-plastic damage model for porous asphalt mixtures: Application to uniaxial compression and freeze-thaw damage Mechanics of Materials. 70: 67-75. DOI: 10.1016/J.Mechmat.2013.12.002 |
0.379 |
|
| 2013 |
Ma B, Muhunthan B, Xie X. Stress history effects on 1-D consolidation of soft soils: A rheological model International Journal For Numerical and Analytical Methods in Geomechanics. 37: 2671-2689. DOI: 10.1002/Nag.2156 |
0.466 |
|
| 2012 |
Kayhanian M, Anderson D, Harvey JT, Jones D, Muhunthan B. Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots Journal of Environmental Management. 95: 114-123. PMID 22115516 DOI: 10.1016/J.Jenvman.2011.09.021 |
0.32 |
|
| 2012 |
Mesarovic SD, Padbidri JM, Muhunthan B. Micromechanics of dilatancy and critical state in granular matter Geotechnique Letters. 2: 61-66. DOI: 10.1680/Geolett.12.00015 |
0.308 |
|
| 2012 |
Padbidri JM, Hansen CM, Mesarovic SDJ, Muhunthan B. Length scale for transmission of rotations in dense granular materials Journal of Applied Mechanics, Transactions Asme. 79. DOI: 10.1115/1.4005887 |
0.302 |
|
| 2012 |
Manahiloh KN, Muhunthan B, Kayhanian M, Gebremariam SY. X-ray computed tomography and nondestructive evaluation of clogging in porous concrete field samples Journal of Materials in Civil Engineering. 24: 1103-1109. DOI: 10.1061/(Asce)Mt.1943-5533.0000484 |
0.719 |
|
| 2012 |
Syamaladevi RM, Manahiloh KN, Muhunthan B, Sablani SS. Understanding the Influence of State/Phase Transitions on Ice Recrystallization in Atlantic Salmon (Salmo salar) During Frozen Storage Food Biophysics. 7: 57-71. DOI: 10.1007/S11483-011-9243-Y |
0.706 |
|
| 2012 |
Muhunthan B, Sasiharan N. Fabric dilatancy and the plasticity modeling of granular media International Journal For Numerical and Analytical Methods in Geomechanics. 36: 1181-1193. DOI: 10.1002/Nag.1045 |
0.751 |
|
| 2011 |
Thyagarajan S, Muhunthan B, Sivaneswaran N, Petros K. Efficient simulation techniques for reliability analysis of flexible pavements using the mechanistic-empirical pavement design guide Journal of Transportation Engineering. 137: 796-804. DOI: 10.1061/(Asce)Te.1943-5436.0000272 |
0.551 |
|
| 2011 |
Shu S, Muhunthan B, Li XS. Numerical Simulation of the Influence of Initial State of Sand on Element Tests and Micropile Performance International Journal of Geomechanics. 11: 370-380. DOI: 10.1061/(Asce)Gm.1943-5622.0000095 |
0.393 |
|
| 2011 |
Muhunthan B, Worthen DL. Critical state framework for liquefaction of fine grained soils Engineering Geology. 117: 2-11. DOI: 10.1016/J.Enggeo.2010.09.013 |
0.457 |
|
| 2011 |
Carlson K, Sariosseiri F, Muhunthan B. Engineering Properties of Cement Kiln Dust-Modified Soils in Western Washington State Geotechnical and Geological Engineering. 29: 837-844. DOI: 10.1007/S10706-011-9420-2 |
0.779 |
|
| 2010 |
Thyagarajan S, Sivaneswaran N, Muhunthan B, Petros K. Statistical analysis of critical input parameters in mechanistic empirical pavement design guide Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 79: 635-660. |
0.485 |
|
| 2009 |
Al Hattamleh O, Razavi M, Muhunthan B. Experimental determination of representative elementary volume of sands using X-ray computed tomography Wit Transactions On Engineering Sciences. 64: 145-153. DOI: 10.2495/Mc090141 |
0.315 |
|
| 2009 |
Sariosseiri F, Muhunthan B. Effect of cement treatment on geotechnical properties of some Washington State soils Engineering Geology. 104: 119-125. DOI: 10.1016/J.Enggeo.2008.09.003 |
0.784 |
|
| 2009 |
Thyagarajan S, Sivaneswaran N, Muhunthan B, Petros K. An evaluation of the effects of nonlinear load-strain behavior on MEPDG analysis of flexible pavements Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 78: 761-787. |
0.485 |
|
| 2008 |
Hawlader BC, Muhunthan B, Imai G. State-dependent constitutive model and numerical solution of self-weight consolidation Geotechnique. 58: 133-141. DOI: 10.1680/Geot.2008.58.2.133 |
0.389 |
|
| 2008 |
Sariosseiri F, Muhunthan B. Geotechnical properties of palouse loess modified with cement kiln dust and Portland cement Geotechnical Special Publication. 92-99. DOI: 10.1061/40972(311)12 |
0.787 |
|
| 2007 |
Razavi MR, Muhunthan B, Hattamleh O. Representative elementary volume analysis of sands using X-ray computed tomography Geotechnical Testing Journal. 30: 212-219. DOI: 10.1520/Gtj100164 |
0.672 |
|
| 2007 |
Hattamleh OA, Muhunthan B, Zbib HM. Multi-slip gradient formulation for modeling microstructure effects on shear bands in granular materials International Journal of Solids and Structures. 44: 3393-3410. DOI: 10.1016/J.Ijsolstr.2006.09.027 |
0.363 |
|
| 2006 |
Juliano P, Muhunthan B, Barbosa-Cánovas GV. Flow and shear descriptors of preconsolidated food powders Journal of Food Engineering. 72: 157-166. DOI: 10.1016/J.Jfoodeng.2004.11.032 |
0.33 |
|
| 2006 |
Al Hattamleh O, Muhunthan B. Numerical procedures for deformation calculations in the reinforced soil walls Geotextiles and Geomembranes. 24: 52-57. DOI: 10.1016/J.Geotexmem.2005.07.001 |
0.369 |
|
| 2006 |
Sasiharan N, Muhunthan B, Badger TC, Shu S, Carradine DM. Numerical analysis of the performance of wire mesh and cable net rockfall protection systems Engineering Geology. 88: 121-132. DOI: 10.1016/J.Enggeo.2006.09.005 |
0.748 |
|
| 2006 |
Sasiharan N, Muhunthan B, Pillai VS. Failure report International Water Power and Dam Construction. 58: 28-33. |
0.777 |
|
| 2006 |
Gui MW, Muhunthan B. Bearing capacity of foundations on sand using the method of slip line Journal of Marine Science and Technology. 14: 1-14. |
0.349 |
|
| 2005 |
Sasiharan N, Muhunthan B, Shu S, Badger TC. Analysis of global stability, anchor spacing, and support cable loads in wire mesh and cable net slope protection systems Transportation Research Record. 205-213. DOI: 10.3141/1913-20 |
0.745 |
|
| 2005 |
Shu S, Muhunthan B, Badger TC. Snow loads on wire mesh and cable net rockfall slope protection systems Engineering Geology. 81: 15-31. DOI: 10.1016/J.Enggeo.2005.06.007 |
0.552 |
|
| 2005 |
Shu S, Muhunthan B, Badger TC, Grandorff R. Load testing of anchors for wire mesh and cable net rockfall slope protection systems Engineering Geology. 79: 162-176. DOI: 10.1016/J.Enggeo.2005.01.008 |
0.563 |
|
| 2004 |
Al Hattamleh O, Muhunthan B, Zbib HM. Gradient plasticity modelling of strain localization in granular materials International Journal For Numerical and Analytical Methods in Geomechanics. 28: 465-481. DOI: 10.1002/Nag.345 |
0.374 |
|
| 2003 |
Hawlader BC, Muhunthan B, Imai G. Viscosity effects on one-dimensional consolidation of clay International Journal of Geomechanics. 3: 99-110. DOI: 10.1061/(Asce)1532-3641(2003)3:1(99) |
0.356 |
|
| 2003 |
Tashman L, Masad E, Crowe C, Muhunthan B. Simulation of fluid flow in granular microstructure using a non-staggered grid scheme Computers and Fluids. 32: 1299-1323. DOI: 10.1016/S0045-7930(02)00089-0 |
0.752 |
|
| 2002 |
Hawlader BC, Imai G, Muhunthan B. Numerical study of the factors affecting the consolidation of clay with vertical drains Geotextiles and Geomembranes. 20: 213-239. DOI: 10.1016/S0266-1144(02)00012-2 |
0.432 |
|
| 2002 |
Masad E, Muhunthan B, Crowe C. Numerical modelling of fluid flow in microscopic images of granular materials International Journal For Numerical and Analytical Methods in Geomechanics. 26: 53-74. DOI: 10.1002/Nag.192 |
0.6 |
|
| 2000 |
Muhunthan B, Masad E, Assaad A. Measurement of Uniformity and Anisotropy in Granular Materials Geotechnical Testing Journal. 23: 423-431. DOI: 10.1520/Gtj11063J |
0.609 |
|
| 2000 |
Masad E, Muhunthan B. Three-dimensional characterization and simulation of anisotropic soil fabric Journal of Geotechnical and Geoenvironmental Engineering. 126: 199-207. DOI: 10.1061/(Asce)1090-0241(2000)126:3(199) |
0.662 |
|
| 2000 |
Masad E, Muhunthan B, Martys N. Correction to “Simulation of fluid flow and permeability in cohesionless soils“ Water Resources Research. 36: 1369-1369. DOI: 10.1029/2000Wr900078 |
0.547 |
|
| 2000 |
Masad E, Muhunthan B, Martys N. Simulation of fluid flow and permeability in cohesionless soils Water Resources Research. 36: 851-864. DOI: 10.1029/1999Wr900348 |
0.615 |
|
| 1999 |
Masad E, Muhunthan B, Shashidhar N, Harman T. Quantifying laboratory compaction effects on the internal structure of asphalt concrete Transportation Research Record. 179-185. DOI: 10.3141/1681-21 |
0.592 |
|
| 1999 |
Masad E, Muhunthan B, Shashidhar N, Harman T. Internal structure characterization of asphalt concrete using image analysis Journal of Computing in Civil Engineering. 13: 88-95. DOI: 10.1061/(Asce)0887-3801(1999)13:2(88) |
0.589 |
|
| 1998 |
Masad E, Muhunthan B, Chameau JL. Stress-strain model for clays with anisotropic void ratio distribution International Journal For Numerical and Analytical Methods in Geomechanics. 22: 393-416. DOI: 10.1002/(Sici)1096-9853(199805)22:5<393::Aid-Nag922>3.0.Co;2-W |
0.775 |
|
| 1997 |
Adamcewicz AS, Muhunthan B, Masad E. Soil Fabric Changes during Consolidation Geotechnical Testing Journal. 20: 347-356. DOI: 10.1520/Gtj19970010 |
0.658 |
|
| 1997 |
Muhunthan B, Chameau JL. Void fabric tensor and ultimate state surface of soils Journal of Geotechnical Engineering. 123: 173-180. |
0.693 |
|
| 1996 |
Muhunthan B, Chameau J, Masad E. Fabric Effects on the Yield Behavior of Soils Soils and Foundations. 36: 85-97. DOI: 10.3208/Sandf.36.3_85 |
0.634 |
|
| 1996 |
Masad E, Taha R, Muhunthan B. Finite-element analysis of temperature effects on plain-jointed concrete pavements Journal of Transportation Engineering. 122: 388-398. DOI: 10.1061/(Asce)0733-947X(1996)122:5(388) |
0.622 |
|
| 1992 |
Muhunthan B, Chameau JL. Mathematical characterization of fabric and its use in mechanics of geomaterials Proceedings of Engineering Mechanics. 725-728. |
0.683 |
|
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