Deternination of P-multiplier For 3x3 Foundation (Pile Group) in Sand Under Lateral Loads Using 3D F.E.M

dc.contributor.author	Usman Manzar
dc.contributor.author	Supervisor Dr. Bilal Adeel
dc.date.accessioned	2022-08-26T04:58:42Z
dc.date.available	2022-08-26T04:58:42Z
dc.date.issued	2022
dc.identifier.uri	http://10.250.8.41:8080/xmlui/handle/123456789/30157
dc.description.abstract	Pile foundations are important for massive structures that are required to be built on relatively weak strata. Study of such structures under lateral loads are limited and requires special attention. Furthermore, study is also time consuming and uneconomical in field testing. 3D analysis by FEM will be used to predict the behavior of soils under different spacing and friction coefficients. Abaqus will be used in order to study such effects in detail and a relation with previous study of Rollins (2005) will be performed in order to validate our results and research.	en_US
dc.language.iso	en	en_US
dc.publisher	Military College of Engineering (NUST) Risalpur Cantt	en_US
dc.subject	Geotechnical Engineering	en_US
dc.title	Deternination of P-multiplier For 3x3 Foundation (Pile Group) in Sand Under Lateral Loads Using 3D F.E.M	en_US