G. R. Dasari
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- Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay. In: International Journal of Geomechanics, v. 4, n. 4 (Dezember 2004). (2004):
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- Effects of 3D discrete soil nail inclusion on pull-out, with implications for design. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 9, n. 3 (Juli 2005). (2005):
- Finite element analysis of tunnel–soil–pile interaction using displacement controlled model. In: Tunnelling and Underground Space Technology, v. 22, n. 4 (Juli 2007). (2007):