Effect of Modulus of Elasticity and Water Table on Uplift Capacity of Granular Anchor Pile: An FEM Approach

Author:

Abhishek ,Sharma Ravi Kumar

Publisher

Springer Singapore

Reference34 articles.

1. Abhishek, Sharma RK (2018) A numerical study of granular pile anchors subjected to uplift forces in expansive soils using PLAXIS 3D. Indian Geotech J 1–10

2. Acosta H, Edil T, Benson C (2013) Soil stabilization and drying using fly ash. Geo Engineering Report No 03–03, Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, Wisconsin

3. BabuShanker N, Appayanna M, Shankaraiah B (1980) Design and testing of under – reamed piles. In: Proceedings of Indian geotechnical conference, Bombay vol 1, pp 203–206

4. Chen F (1988) Foundations on expansive soils. Elsevier, Amsterdam

5. Cokca E (2001) Use of class C fly ash for the stabilization of an expansive soil. J Geotech Geoenvironmental Eng 127(7):568–573

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