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