K. G. Sharma
- Testing and Modeling Two Rockfill Materials. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 3 (mars 2003). (2003):
- Deformation Response of Dam-Foundation System of Concrete Gravity Dam Due to Presence of Shear Seams in Rock Foundation. Dans: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 46, n. 4 (mai 2022). (2022):
- Static and Coupled Hydro-mechanical Analyses of Concrete Gravity Dam Resting on Jointed Rock Foundation. Dans: Geotechnical and Geological Engineering, v. 38, n. 4 (23 mars 2020). (2020):
- Analysis of a Powerhouse Cavern in the Himalaya. Dans: International Journal of Geomechanics, v. 1, n. 1 (janvier 2001). (2001):
- Constitutive Modeling of a Schistose Rock in the Himalaya. Dans: International Journal of Geomechanics, v. 1, n. 1 (janvier 2001). (2001):
- Constitutive Model for Rockfill Materials and Determination of Material Constants. Dans: International Journal of Geomechanics, v. 6, n. 4 (juillet 2006). (2006):
- Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension. Dans: International Journal of Geomechanics, v. 12, n. 3 (juin 2012). (2012):
- Testing and Modeling the Behavior of Riverbed and Blasted Quarried Rockfill Materials. Dans: International Journal of Geomechanics, v. 14, n. 6 (décembre 2014). (2014):
- Shaking Table Tests to Evaluate the Seismic Performance of Soil Nailing Stabilized Embankments. Dans: International Journal of Geomechanics, v. 21, n. 4 (avril 2021). (2021):
- The Role of Nature of Particles on the Behaviour of Rockfill Materials. Dans: Soils and Foundations, v. 46, n. 5 (octobre 2006). (2006):
- Analysis and Implementation of Thin‐Layer Element for Interfaces and Joints. Dans: Journal of Engineering Mechanics (ASCE), v. 118, n. 12 (décembre 1992). (1992):
- Experimental Evaluation of Shear-Strength Behavior of Delhi Silt under Static Loading Conditions. Dans: Journal of Materials in Civil Engineering (ASCE), v. 23, n. 5 (mai 2011). (2011):
- Minimum weight design of trusses using improved move limit method of sequential linear programming. Dans: Computers & Structures, v. 27, n. 5 ( 1987). (1987):