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A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D
A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D
A Numerical Study of Granular Pile Anchors Subjected to Uplift Forces in Expansive Soils Using PLAXIS 3D
Indian Geotech J
Abhishek (Autor:in) / Sharma, R. K. (Autor:in)
Indian Geotechnical Journal ; 49 ; 304-313
01.06.2019
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Uplift Behaviour of Granular Pile-Anchors in Expansive Soils
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