| Year |
Citation |
Score |
| 2020 |
Xiao Y, Yuan Z, Desai CS, Zaman M, Ma Q, Chen Q, Liu H. Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands International Journal of Geomechanics. 20: 6020014. DOI: 10.1061/(Asce)Gm.1943-5622.0001731 |
0.511 |
|
| 2020 |
Xiao Y, Desai CS, Daouadji A, Stuedlein AW, Liu H, Abuel-Naga H. Grain crushing in geoscience materials–Key issues on crushing response, measurement and modeling: Review and preface Geoscience Frontiers. 11: 363-374. DOI: 10.1016/J.Gsf.2019.11.006 |
0.359 |
|
| 2019 |
Xiao Y, Desai CS. Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. II: Validation International Journal of Geomechanics. 19: 4019102. DOI: 10.1061/(Asce)Gm.1943-5622.0001475 |
0.342 |
|
| 2019 |
Xiao Y, Desai CS. Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. I: Theory International Journal of Geomechanics. 19: 4019101. DOI: 10.1061/(Asce)Gm.1943-5622.0001474 |
0.331 |
|
| 2019 |
Alyounis ME, Desai CS. Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. II: Modeling and Validations International Journal of Geomechanics. 19: 4019097. DOI: 10.1061/(Asce)Gm.1943-5622.0001460 |
0.334 |
|
| 2019 |
Alyounis ME, Desai CS. Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. I: Test Behavior International Journal of Geomechanics. 19: 4019096. DOI: 10.1061/(Asce)Gm.1943-5622.0001459 |
0.32 |
|
| 2019 |
Garakani AA, Haeri SM, Desai CS, Ghafouri SMHS, Sadollahzadeh B, Senejani HH. Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. II: Modeling and Validations International Journal of Geomechanics. 19: 4019007. DOI: 10.1061/(Asce)Gm.1943-5622.0001386 |
0.351 |
|
| 2019 |
Haeri SM, Garakani AA, Roohparvar HR, Desai CS, Ghafouri SMHS, Kouchesfahani KS. Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. I: Experimental Investigations International Journal of Geomechanics. 19: 4019006. DOI: 10.1061/(Asce)Gm.1943-5622.0001364 |
0.343 |
|
| 2017 |
Tarefder R, Desai C, Zaman M. Constitutive Modeling of Geomaterials and Interfaces with Applications Indian Geotechnical Journal. 47: 131-131. DOI: 10.1007/S40098-017-0243-9 |
0.649 |
|
| 2017 |
Essa MJK, Desai CS. Dynamic Soil–Pile Interaction Using the DSC Constitutive Model Indian Geotechnical Journal. 47: 137-149. DOI: 10.1007/S40098-016-0197-3 |
0.45 |
|
| 2016 |
Toufigh V, Ouria A, Desai CS, Javid N, Saadatmanesh H. Interface behavior between carbon-fiber polymer and sand Journal of Testing and Evaluation. 44: 385-390. DOI: 10.1520/Jte20140153 |
0.327 |
|
| 2016 |
Xiao Y, Liu H, Desai CS, Sun Y, Liu H. Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material Journal of Geotechnical and Geoenvironmental Engineering. 142: 6015017-6015017. DOI: 10.1061/(Asce)Gt.1943-5606.0001433 |
0.322 |
|
| 2016 |
Desai CS, Xiao Y. Constitutive modeling for mechanical behaviors of geomaterials, new designs and techniques in geotechnical engineering Journal of Rock Mechanics and Geotechnical Engineering. 8: 275-276. DOI: 10.1016/J.Jrmge.2016.03.001 |
0.305 |
|
| 2016 |
Desai CS. Disturbed state concept as unified constitutive modeling approach Journal of Rock Mechanics and Geotechnical Engineering. 8: 277-293. DOI: 10.1016/J.Jrmge.2016.01.003 |
0.463 |
|
| 2015 |
Xiao Y, Liu H, Desai CS. New method for improvement of rockfill material with polyurethane foam adhesive Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001248 |
0.361 |
|
| 2015 |
Ouria A, Desai CS, Toufigh V. Disturbed state concept-based solution for consolidation of plastic clays under cyclic loading International Journal of Geomechanics. 15. DOI: 10.1061/(Asce)Gm.1943-5622.0000336 |
0.317 |
|
| 2015 |
Desai CS. Constitutive modeling of materials and contacts using the disturbed state concept: Part 2 - Validations at specimen and boundary value problem levels Computers and Structures. 146: 234-251. DOI: 10.1016/J.Compstruc.2014.07.026 |
0.488 |
|
| 2015 |
Desai CS. Constitutive modeling of materials and contacts using the disturbed state concept: Part 1 - Background and analysis Computers and Structures. 146: 214-233. DOI: 10.1016/J.Compstruc.2014.07.018 |
0.493 |
|
| 2014 |
Toufigh V, Saeid F, Ouria A, Desai CS, Saadatmanesh H. Laboratory study of soil-CFRP interaction using pull-out test Geomechanics and Geoengineering. 9: 208-214. DOI: 10.1080/17486025.2013.813650 |
0.347 |
|
| 2014 |
Toufigh V, Desai CS, Saadatmanesh H, Ahmari S, Kabiri E. Constitutive modeling and testing of interface between backfill soil and fiber-reinforced polymer International Journal of Geomechanics. 14. DOI: 10.1061/(Asce)Gm.1943-5622.0000298 |
0.359 |
|
| 2013 |
Akhaveissy AH, Desai CS, Mostofinejad D, Vafai A. FE analysis of RC structures using DSC model with yield surfaces for tension and compression Computers and Concrete. 11: 123-148. DOI: 10.12989/Cac.2013.11.2.123 |
0.43 |
|
| 2013 |
Desai CS, Sane SM. Rate dependent elastoviscoplastic model Springer Series in Geomechanics and Geoengineering. 97-105. |
0.701 |
|
| 2012 |
Desai CS, Sane S, Jenson J. Constitutive modeling including creep- and rate-dependent behavior and testing of glacial tills for prediction of motion of glaciers International Journal of Geomechanics. 11: 465-476. DOI: 10.1061/(Asce)Gm.1943-5622.0000091 |
0.759 |
|
| 2012 |
Zamani SM, Vafaei A, Desai C, Rasouli M. Experimental investigation of behavior of steel frames with y-shaped concentric bracing Journal of Constructional Steel Research. 70: 12-27. DOI: 10.1016/J.Jcsr.2011.09.011 |
0.314 |
|
| 2012 |
Akhaveissy AH, Desai CS. Application of the DSC model for nonlinear analysis of reinforced concrete frames Finite Elements in Analysis and Design. 50: 98-107. DOI: 10.1016/J.Finel.2011.09.001 |
0.439 |
|
| 2011 |
Singh DN, Desai CS, Zaman MM. Special issue on environmental geotechnology: Contemporary issues International Journal of Geomechanics. 11: 83-83. DOI: 10.1061/(Asce)Gm.1943-5622.0000081 |
0.488 |
|
| 2011 |
Zamani SM, Vafae A, Aghakouchak AA, Desai C. Experimental investigation of steel frames braced with symmetrical pairs of y-shaped concentric bracings International Journal of Steel Structures. 11: 117-131. DOI: 10.1007/S13296-011-2002-6 |
0.313 |
|
| 2011 |
Akhaveissy AH, Desai CS. Unreinforced Masonry Walls: Nonlinear Finite Element Analysis with a Unified Constitutive Model Archives of Computational Methods in Engineering. 18: 485-502. DOI: 10.1007/S11831-011-9067-4 |
0.427 |
|
| 2010 |
Desai CS. Constitutive modeling and computer methods in geotechnical engineering Acta Geotechnica Slovenica. 7: 5-29. |
0.39 |
|
| 2009 |
Jha SK, Suzuki K, Desai CS. Modellingand uncertaintyanalysis of softening behaviour of sand using disturbed state constitutive model Australian Geomechanics Journal. 44: 81-90. |
0.336 |
|
| 2008 |
Desai CS. Unified constitutive modeling for pavement materials with emphasis on creep, rate and interface behavior Advances in Transportation Geotechnics - Proceedings of the 1st International Conference On Transportation Geotechnics. 15-25. |
0.352 |
|
| 2007 |
Desai CS. Unified DSC constitutive model for pavement materials with numerical implementation International Journal of Geomechanics. 7: 83-101. DOI: 10.1061/(Asce)1532-3641(2007)7:2(83) |
0.442 |
|
| 2006 |
Pradhan SK, Desai CS. DSC model for soil and interface including liquefaction and prediction of centrifuge test Journal of Geotechnical and Geoenvironmental Engineering. 132: 214-222. DOI: 10.1061/(Asce)1090-0241(2006)132:2(214) |
0.572 |
|
| 2005 |
Desai CS, Pradhan SK, Cohen D. Cyclic testing and constitutive modeling of saturated sand-concrete interfaces using the disturbed state concept International Journal of Geomechanics. 5: 286-294. DOI: 10.1061/(Asce)1532-3641(2005)5:4(286) |
0.584 |
|
| 2005 |
Desai CS, El-Hoseiny KE. Prediction of field behavior of reinforced soil wall using advanced constitutive model Journal of Geotechnical and Geoenvironmental Engineering. 131: 729-739. DOI: 10.1061/(ASCE)1090-0241(2005)131:6(729) |
0.318 |
|
| 2005 |
Desai CS. Unified yet simplified disturbed state constitutive models for soils and interface/joints Geotechnical Special Publication. 159-183. |
0.394 |
|
| 2004 |
Desai CS, Wang Z, Whitenack R, Kundu T. Testing and modeling of solders using new test device, part 1: Models and testing Journal of Electronic Packaging, Transactions of the Asme. 126: 225-231. DOI: 10.1115/1.1756146 |
0.751 |
|
| 2003 |
Nickerson MD, Desai CS. Design and reliability in electronic packaging including power temperature cycling and vibration effects Advances in Electronic Packaging. 1: 941-946. |
0.73 |
|
| 2003 |
Whitenack RD, Desai CS. Failure and reliability analysis influenced by various factors using accelerated disturbed state concept Advances in Electronic Packaging. 1: 595-604. |
0.786 |
|
| 2001 |
Desai C, Sherif S. Mechanics of Materials and Interfaces: The Disturbed State Concept Applied Mechanics Reviews. 54. DOI: 10.1115/1.1383669 |
0.327 |
|
| 2001 |
Desai CS, Whitenack R. Review of models and the disturbed state concept for thermomechanical analysis in electronic packaging Journal of Electronic Packaging, Transactions of the Asme. 123: 19-33. DOI: 10.1115/1.1324675 |
0.785 |
|
| 2001 |
Keller MS, Kundu T, Desai CS. Use of lamb waves to predict current damaged state of mortar American Society of Mechanical Engineers (Publication) Nde. 21: 9-20. |
0.345 |
|
| 2001 |
Desai CS, Wang Z, Dube M. New thermomechanical device and testing toward modeling behavior of joining materials Advances in Electronic Packaging. 2: 1399. |
0.412 |
|
| 2001 |
Desai CS, Whitenack RD, Rassaian M. Disturbed state computer procedure for failure, design and reliability in electronic packaging Advances in Electronic Packaging. 2: 1127-1136. |
0.787 |
|
| 2000 |
Park IJ, Desai CS. Cyclic behavior and liquefaction of sand using disturbed state concept Journal of Geotechnical and Geoenvironmental Engineering. 126: 834-846. DOI: 10.1061/(ASCE)1090-0241(2000)126:9(834) |
0.361 |
|
| 2000 |
Cai YX, Gould PL, Desai CS. Nonlinear analysis of 3D seismic interaction of soil-pile-structure systems and application Engineering Structures. 22: 191-199. DOI: 10.1016/S0141-0296(98)00108-4 |
0.363 |
|
| 2000 |
Shao C, Desai CS. Implementation of DSC model and application for analysis of field pile tests under cyclic loading International Journal For Numerical and Analytical Methods in Geomechanics. 24: 601-624. DOI: 10.1002/(SICI)1096-9853(200005)24:6<601::AID-NAG85>3.0.CO;2-3 |
0.364 |
|
| 1999 |
Desai CS. Review and evaluation of approaches for thermomechanical analysis for stress, failure and reliability American Society of Mechanical Engineers, Eep. 26. |
0.344 |
|
| 1999 |
Dishongh TJ, Desai CS. Calibration of the disturbed state model for thermo-mechanical behavior of various solders American Society of Mechanical Engineers, Eep. 26: 433-439. |
0.368 |
|
| 1999 |
Zwick JW, Desai CS. Structural reliability of PBGA solder joints with the Disturbed State Concept American Society of Mechanical Engineers, Eep. 26. |
0.344 |
|
| 1999 |
Rassaian M, Desai CS, Whitenack R, Lee JC. Unified constitutive model based on disturbed state concept and multi-domain method for design and reliability in electronic packaging American Society of Mechanical Engineers, Eep. 26. |
0.782 |
|
| 1998 |
Basaran C, Desai CS, Kundu T. Thermomechanical Finite Element Analysis of Problems in Electronic Packaging Using the Disturbed State Concept: Part 2 - Verification and Application Journal of Electronic Packaging, Transactions of the Asme. 120: 48-53. DOI: 10.1115/1.2792285 |
0.587 |
|
| 1998 |
Basaran C, Desai CS, Kundu T. Thermomechanical Finite Element Analysis of Problems in Electronic Packaging Using the Disturbed State Concept: Part 1 - Theory and Formulation Journal of Electronic Packaging, Transactions of the Asme. 120: 41-47. DOI: 10.1115/1.2792284 |
0.637 |
|
| 1998 |
Desai CS, Basaran C, Dishongh T, Prince JL. Thermomechanical analysis in electronic packaging with unified constitutive model for materials and joints Ieee Transactions On Components Packaging and Manufacturing Technology Part B. 21: 87-97. DOI: 10.1109/96.659511 |
0.631 |
|
| 1998 |
Desai CS, Park I, Shao C. Fundamental yet simplified model for liquefaction instability International Journal For Numerical and Analytical Methods in Geomechanics. 22: 721-748. DOI: 10.1002/(SICI)1096-9853(199809)22:9<721::AID-NAG942>3.0.CO;2-F |
0.37 |
|
| 1998 |
Desai CS, Zhang W. Computational aspects of disturbed state constitutive models Computer Methods in Applied Mechanics and Engineering. 151: 361-376. |
0.367 |
|
| 1997 |
Desai CS, Basaran C, Zhang W. Numerical algorithms and mesh dependence in the disturbed state concept International Journal For Numerical Methods in Engineering. 40: 3059-3083. DOI: 10.1002/(Sici)1097-0207(19970830)40:16<3059::Aid-Nme182>3.0.Co;2-S |
0.6 |
|
| 1997 |
Desai CS, Rigby DB. Cyclic interface and joint shear device including pore pressure effects Journal of Geotechnical Engineering. 123: 568-579. |
0.313 |
|
| 1996 |
Desai CS, Toth J. Disturbed state constitutive modeling based on stress-strain and nondestructive behavior International Journal of Solids and Structures. 33: 1619-1650. DOI: 10.1016/0020-7683(95)00115-8 |
0.334 |
|
| 1996 |
Samtani NC, Desai CS, Vulliet L. An interface model to describe viscoplastic behavior International Journal For Numerical and Analytical Methods in Geomechanics. 20: 231-252. |
0.338 |
|
| 1995 |
Desai CS, Samtani NC, Vulliet L. Constitutive modeling and analysis of creeping slopes Journal of Geotechnical Engineering. 121: 43-56. DOI: 10.1061/(ASCE)0733-9410(1995)121:1(43) |
0.363 |
|
| 1995 |
Katti DR, Desai CS. Modeling and testing of cohesive soil using disturbed-state concept Journal of Engineering Mechanics. 121: 648-658. DOI: 10.1061/(Asce)0733-9399(1995)121:5(648) |
0.309 |
|
| 1994 |
Desai CS. Hierarchical single surface and the disturbed state constitutive models with emphasis on geotechnical applications Geotechnical Engineering: Emerging Trends in Design and Practice. 115-154. |
0.342 |
|
| 1993 |
Desai CS, Wathugala GW, Matlock H. Constitutive model for cyclic behavior of clays. II: Applications Journal of Geotechnical Engineering. 119: 730-748. DOI: 10.1061/(ASCE)0733-9410(1993)119:4(730) |
0.308 |
|
| 1993 |
Wathugala GW, Desai CS. Constitutive model for cyclic behavior of clays. I: Theory Journal of Geotechnical Engineering. 119: 714-729. DOI: 10.1061/(ASCE)0733-9410(1993)119:4(714) |
0.361 |
|
| 1993 |
Desai CS. Constitutive modeling for rocks and joints with comments on numerical implementation Comprehensive Rock Engineering. Vol. 2. 31-48. |
0.354 |
|
| 1992 |
Stormont JC, Daemen JJK, Desai CS. Prediction of dilation and permeability changes in rock salt International Journal For Numerical and Analytical Methods in Geomechanics. 16: 545-569. |
0.313 |
|
| 1991 |
Desai CS, Fishman KL. Plasticity-based constitutive model with associated testing for joints International Journal of Rock Mechanics and Mining Sciences And. 28: 15-26. DOI: 10.1016/0148-9062(91)93229-Y |
0.316 |
|
| 1991 |
Vulliet L, Samtani N, Desai CS. Material parameters for an elasto-viscoplastic law Proceedings of the International Conference On Soil Mechanics and Foundation Engineering. 1: 281-284. |
0.303 |
|
| 1991 |
Navayogarajah N, Desai CS, Kiousis PD. Constitutive modeling of static behavior of interfaces Computational Mechanics. 519-527. |
0.301 |
|
| 1990 |
Salami MR, Desai CS. Constitutive modeling including multiaxial testing for plain concrete under low-confining pressure Aci Materials Journal. 87: 228-236. |
0.312 |
|
| 1989 |
Desai CS, Hashmi QSE. Analysis, evaluation, and implementation of a nonassociative model for geologic materials International Journal of Plasticity. 5: 397-420. DOI: 10.1016/0749-6419(89)90024-7 |
0.459 |
|
| 1989 |
Desai CS, Galagoda HM. Earthquake analysis with generalized plasticity model for saturated soils Earthquake Engineering &Amp; Structural Dynamics. 18: 903-919. DOI: 10.1002/Eqe.4290180612 |
0.404 |
|
| 1988 |
Somasundaram S, Desai CS. Modeling and testing for anisotropic behavior of soils Journal of Engineering Mechanics. 114: 1473-1496. DOI: 10.1061/(ASCE)0733-9399(1988)114:9(1473) |
0.338 |
|
| 1988 |
Desai CS, Nagaraj BK. Modeling for cyclic normal and shear behavior of interfaces Journal of Engineering Mechanics. 114: 1198-1217. DOI: 10.1061/(ASCE)0733-9399(1988)114:7(1198) |
0.333 |
|
| 1988 |
Desai CS, Baseghi B. Theory and verification of residual flow procedure for 3-D free surface seepage Advances in Water Resources. 11: 192-203. DOI: 10.1016/0309-1708(88)90033-4 |
0.343 |
|
| 1988 |
Frantziskonis G, Desai CS. Analysis of a strain softening constitutive model Mathematical and Computer Modelling. 10: 795. DOI: 10.1016/0020-7683(87)90077-1 |
0.416 |
|
| 1987 |
Desai CS, Salami MR. Constitutive model for rocks Journal of Geotechnical Engineering. 113: 407-423. DOI: 10.1061/(Asce)0733-9410(1987)113:5(407) |
0.44 |
|
| 1987 |
Armaleh S, Desai CS. Load-deformation response of axially loaded piles Journal of Geotechnical Engineering. 113: 1483-1500. DOI: 10.1061/(Asce)0733-9410(1987)113:12(1483) |
0.366 |
|
| 1987 |
Zaman MMu, Desai CS, Dtumm EC. Interface model for dynamic soil-structure interaction Journal of Geotechnical Engineering. 113: 538-541. DOI: 10.1061/(Asce)0733-9410(1984)110:9(1257) |
0.414 |
|
| 1987 |
Desai CS, Salami MR. A constitutive model and associated testing for soft rock International Journal of Rock Mechanics and Mining Sciences And. 24: 299-307. DOI: 10.1016/0148-9062(87)90866-7 |
0.432 |
|
| 1987 |
Frantziskonis G, Desai CS. Constitutive model with strain softening International Journal of Solids and Structures. 23: 733-750. DOI: 10.1016/0020-7683(87)90076-X |
0.435 |
|
| 1987 |
Frantziskonis G, Desai CS. Elastoplastic model with damage for strain softening geomaterials Acta Mechanica. 68: 151-170. DOI: 10.1007/Bf01190880 |
0.3 |
|
| 1987 |
Desai CS, Zhang D. VISCOPLASTIC MODEL FOR GEOLOGIC MATERIALS WITH GENERALIZED FLOW RULE International Journal For Numerical and Analytical Methods in Geomechanics. 11: 603-620. DOI: 10.1002/Nag.1610110606 |
0.416 |
|
| 1986 |
Desai CS, Muqtadir A, Scheele F. Interaction analysis of anchor-soil systems Journal of Geotechnical Engineering. 112: 537-553. DOI: 10.1061/(ASCE)0733-9410(1986)112:5(537) |
0.339 |
|
| 1986 |
Frantziskonis G, Desai CS, Somasundaram S. Constitutive model for nonassociative behavior Journal of Engineering Mechanics. 112: 932-946. DOI: 10.1061/(Asce)0733-9399(1986)112:9(932) |
0.405 |
|
| 1986 |
Desai CS, Somasundaram S, Frantziskonis GN. A hierarchical approach for constitutive modelling of geologic materials International Journal For Numerical and Analytical Methods in Geomechanics. 10: 225-257. DOI: 10.1002/Nag.1610100302 |
0.417 |
|
| 1986 |
Muqtadir A, Desai CS. THREE-DIMENSIONAL ANALYSIS OF A PILE-GROUP FOUNDATION International Journal For Numerical and Analytical Methods in Geomechanics. 10: 41-58. DOI: 10.1002/Nag.1610100104 |
0.42 |
|
| 1986 |
Drumm EC, Desai CS. Determination of parameters for a model for the cyclic behaviour of interfaces Earthquake Engineering &Amp; Structural Dynamics. 14: 1-18. DOI: 10.1002/Eqe.4290140102 |
0.414 |
|
| 1986 |
Desai CS, Nagaraj BK. CONSTITUTIVE MODELLING FOR INTERFACES UNDER CYCLIC LOADING Studies in Applied Mechanics. 97-108. |
0.309 |
|
| 1986 |
Scheele F, Desai CS, Muqtadir A. TESTING AND MODELLING OF MUNICH SAND Soils and Foundations. 26: 1-11. |
0.34 |
|
| 1985 |
Desai CS, Drumm EC, Zaman MM. Cyclic testing and modeling of interfaces Journal of Geotechnical Engineering. 111: 793-815. DOI: 10.1061/(Asce)0733-9410(1985)111:6(793) |
0.614 |
|
| 1985 |
Suzuki K, Desai CS. FINITE ELEMENT ANALYSIS USING AN ELASTO-PLASTIC ANISOTROPIC HARDENING MODEL . 1: 317-324. |
0.319 |
|
| 1984 |
Desai CS, Sargand S. Hybrid FE procedure for soil-structure interaction Journal of Geotechnical Engineering. 110: 473-486. DOI: 10.1061/(Asce)0733-9410(1984)110:4(473) |
0.622 |
|
| 1984 |
Desai CS, Famque MO. Constitutive model for (Geological) materials Journal of Engineering Mechanics. 110: 1391-1408. DOI: 10.1061/(Asce)0733-9399(1984)110:9(1391) |
0.431 |
|
| 1984 |
Baker R, Desai CS. INDUCED ANISOTROPY DURING PLASTIC STRAINING International Journal For Numerical and Analytical Methods in Geomechanics. 8: 167-185. DOI: 10.1002/Nag.1610080206 |
0.347 |
|
| 1984 |
Desai CS. MODELLING AND IMPLEMENTATION OF CONSTITUTIVE BEHAVIOR OF INTERFACES . 103-111. |
0.318 |
|
| 1984 |
Drumm EC, Desai CS, Zaman MM. MEASUREMENT OF CYCLIC INTERFACE RESPONSE . 2: 1345-1348. |
0.398 |
|
| 1983 |
Perumpral JV, Grisso RD, Desai CS. A soil-tool model based on limit equilibrium analysis Transactions of the Asabe. 26: 991-995. DOI: 10.13031/2013.34062 |
0.342 |
|
| 1983 |
Li GC, Desai CS. Stress and seepage analysis of earth dams Journal of Geotechnical Engineering. 109: 946-960. DOI: 10.1061/(Asce)0733-9410(1983)109:7(946) |
0.426 |
|
| 1983 |
Desai CS, Li GC. A residual flow procedure and application for free surface flow in porous media Advances in Water Resources. 6: 27-35. DOI: 10.1016/0309-1708(83)90076-3 |
0.358 |
|
| 1983 |
Desai CS, Somasundaram S, Lightner JG. A numerical procedure for three-dimensional transient free surface seepage Adv. Water Resour.. 6. DOI: 10.1016/0309-1708(83)90031-3 |
0.329 |
|
| 1983 |
Desai CS, Janardhanam R. CONSTITUTIVE MODELING OF MATERIALS IN TRACK SUPPORT STRUCTURES Transportation Research Record. 10-18. |
0.302 |
|
| 1983 |
Zaman MM, Desai CS. MODELLING OF INTERFACE BEHAVIOR IN DYNAMIC SOIL-STRUCTURE INTERACTION Transactions of the International Conference On Structural Mechanics in Reactor Technology. |
0.503 |
|
| 1982 |
Desai CS, Janardahanam R, Sture S. High Capacity Multiaxial Testing Device Geotechnical Testing Journal. 5: 26-33. DOI: 10.1520/Gtj10796J |
0.389 |
|
| 1981 |
Desai CS, Saunders H. Elementary Finite Element Method Journal of Mechanical Design. 103: 685-685. DOI: 10.1115/1.3254971 |
0.311 |
|
| 1981 |
Siriwardane HJ, Desai CS. TWO NUMERICAL SCHEMES FOR NONLINEAR CONSOLIDATION International Journal For Numerical Methods in Engineering. 17: 405-426. DOI: 10.1002/Nme.1620170309 |
0.338 |
|
| 1981 |
Desai CS, Phan HV, Sture S. PROCEDURE, SELECTION AND APPLICATION OF PLASTICITY MODELS FOR A SOIL International Journal For Numerical and Analytical Methods in Geomechanics. 5: 295-311. DOI: 10.1002/Nag.1610050306 |
0.384 |
|
| 1980 |
Desai CS, Siriwardane HJ. CONCEPT OF CORRECTION FUNCTIONS TO ACCOUNT FOR NON-ASSOCIATIVE CHARACTERISTICS OF GEOLOGIC MEDIA International Journal For Numerical and Analytical Methods in Geomechanics. 4: 377-387. DOI: 10.1002/Nag.1610040407 |
0.355 |
|
| 1980 |
Desai CS. GENERAL BASIS FOR YIELD, FAILURE AND POTENTIAL FUNCTIONS IN PLASTICITY International Journal For Numerical and Analytical Methods in Geomechanics. 4: 361-375. DOI: 10.1002/Nag.1610040406 |
0.345 |
|
| 1979 |
Sture S, Desai CS. FLUID CUSHION TRULY TRIAXIAL OR MULTIAXIAL TESTING DEVICE Geotechnical Testing Journal. 2: 20-33. DOI: 10.1520/Gtj10585J |
0.377 |
|
| 1978 |
Desai CS. EFFECTS OF DRIVING AND SUBSEQUENT CONSOLIDATION ON BEHAVIOUR OF DRIVEN PILES International Journal For Numerical and Analytical Methods in Geomechanics. 2: 283-301. DOI: 10.1002/Nag.1610020307 |
0.392 |
|
| 1976 |
Desai CS, Wu TH. GENERAL FUNCTION FOR STRESS-STRAIN CURVES . 1: 306-318. |
0.304 |
|
| 1975 |
Desai CS, Lytton RL. STABILITY CRITERIA FOR TWO FINITE ELEMENT SCHEMES FOR PARABOLIC EQUATION International Journal For Numerical Methods in Engineering. 9: 721-726. DOI: 10.1002/Nme.1620090318 |
0.554 |
|
| 1974 |
Desai CS. Numerical design-analysis for piles in sands International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11: 209. DOI: 10.1016/0148-9062(74)91242-X |
0.319 |
|
| 1973 |
Desai CS, Abel JF, Marcal PV. Introduction to the Finite-Element Method Journal of Applied Mechanics. 40: 404-404. DOI: 10.1115/1.3422995 |
0.312 |
|
| 1972 |
Desai CS, Johnson LD. Evaluation of two finite element formulations for one-dimensional consolidation Computers and Structures. 2: 469-486. DOI: 10.1016/0045-7949(72)90002-8 |
0.344 |
|
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