Parametric Study of Lateral Displacement Due to Pile Group Installation

dc.contributor.author	TRIARSO, Arik
dc.contributor.author	INDARTO, Indarto
dc.contributor.author	MARUF, Farid
dc.date.accessioned	2023-05-11T06:52:20Z
dc.date.available	2023-05-11T06:52:20Z
dc.date.issued	2015-08-11
dc.identifier.uri	https://repository.unej.ac.id/xmlui/handle/123456789/116094
dc.description.abstract	Pile installation generates lateral ground movement and excess pore pressure surrounding it. Both are causing problem to the existing adjacent earth structures. The objective of this paper is to do sensitive analysis of lateral ground movement due to pile group installation. Pile numbers, diameter, and spacing are the parameters to be considered. Plaxis is utilized to do numerical analysis and pile installation is modeled using displacement controlled cavity expansion. The lateral displacement – pile group correlation charts are proposed based on the simulation results. The charts are useful to predict the lateral displacement on pile group design	en_US
dc.language.iso	en	en_US
dc.publisher	Proceedings of the 2nd Makassar International Conference on Civil Engineering	en_US
dc.subject	Pile Group	en_US
dc.subject	Lateral Ground Movement	en_US
dc.subject	Pile Installation	en_US
dc.subject	Numerical Analysis.	en_US
dc.title	Parametric Study of Lateral Displacement Due to Pile Group Installation	en_US
dc.type	Article	en_US