VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program, soil data report K Arulmoli, KK Muraleetharan, MM Hossain, LS Fruth Earth Technology Corporation 1992, 1992 | 327 | 1992 |
A continuum theory of porous media saturated by multiple immiscible fluids: I. Linear poroelasticity C Wei, KK Muraleetharan International Journal of Engineering Science 40 (16), 1807-1833, 2002 | 213 | 2002 |
VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program K Arulmoli Soil data report, 1992 | 206* | 1992 |
Centrifuge modeling of transport processes for pollutants in soils K Arulanandan, PY Thompson, BL Kutter, NJ Meegoda, ... Journal of Geotechnical Engineering 114 (2), 185-205, 1988 | 198 | 1988 |
Dynamic behaviour of unsaturated porous media: Governing equations using the theory of mixtures with interfaces (TMI) KK Muraleetharan, C Wei International journal for numerical and analytical methods in geomechanics …, 1999 | 106 | 1999 |
Level ground soil-liquefaction analysis using in situ properties: I K Arulanandan, KK Muraleetharan Journal of geotechnical engineering 114 (7), 753-770, 1988 | 105 | 1988 |
An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils KK Muraleetharan, C Liu, C Wei, TCG Kibbey, L Chen International Journal of Plasticity 25 (3), 473-490, 2009 | 91 | 2009 |
A continuum theory of porous media saturated by multiple immiscible fluids: II. Lagrangian description and variational structure C Wei, KK Muraleetharan International Journal of Engineering Science 40 (16), 1835-1854, 2002 | 84 | 2002 |
Effects of soil skeleton deformations on hysteretic soil water characteristic curves: Experiments and simulations GA Miller, CN Khoury, KK Muraleetharan, C Liu, TCG Kibbey Water Resources Research 44 (5), 2008 | 81 | 2008 |
Closed-form elastoplastic solution for the wellbore problem in strain hardening/softening rock formations SL Chen, YN Abousleiman, KK Muraleetharan International Journal of Geomechanics 12 (4), 494-507, 2012 | 60 | 2012 |
Coupled hydro-mechanical elastoplastic constitutive model for unsaturated sands and silts. I: Formulation C Liu, KK Muraleetharan International Journal of Geomechanics 12 (3), 239-247, 2012 | 60 | 2012 |
A fully coupled non‐linear dynamic analysis procedure and its verification using centrifuge test results KK Muraleetharan, KD Mish, K Arulanandan International Journal for Numerical and Analytical Methods in Geomechanics …, 1994 | 57 | 1994 |
Dynamics of unsaturated soils using various finite element formulations N Ravichandran, KK Muraleetharan International journal for numerical and analytical methods in geomechanics …, 2009 | 56 | 2009 |
Sooner City—Design across the curriculum RL Kolar, KK Muraleetharan, MA Mooney, BE Vieux Journal of Engineering Education 89 (1), 79-87, 2000 | 50 | 2000 |
The use of miniature pore pressure transducers in measuring matric suction in unsaturated soils KK Muraleetharan, KK Granger Geotechnical Testing Journal 22 (3), 226-234, 1999 | 50 | 1999 |
Liquefaction of unsaturated sands B Zhang, KK Muraleetharan, C Liu International Journal of Geomechanics 16 (6), D4015002, 2016 | 45 | 2016 |
Coupled hydro-mechanical elastoplastic constitutive model for unsaturated sands and silts. II: Integration, calibration, and validation C Liu, KK Muraleetharan International Journal of Geomechanics 12 (3), 248-259, 2012 | 39 | 2012 |
Verification of liquefaction analysis by centrifuge studies laboratory testing program soil data K Arulmoli, KK Muraleetharan, MM Hossain, LS Fruth Technical Rep, 1992 | 37 | 1992 |
Stress–strain behavior of cement-improved clays: testing and modeling AJ Quiroga, ZM Thompson, KK Muraleetharan, GA Miller, AB Cerato Acta Geotechnica 12, 1003-1020, 2017 | 35 | 2017 |
Dynamic deformations in sand embankments: centrifuge modeling and blind, fully coupled analyses KK Muraleetharan, S Deshpande, K Adalier Canadian geotechnical journal 41 (1), 48-69, 2004 | 34 | 2004 |