The Effect of initial stress to 3D settlement analysis

Wijaya, Martin; Rahardjo, Paulus Pramono; Seourin, Delaneira Princess; Anggoro, Bondan Widi

dc.contributor.author	Wijaya, Martin
dc.contributor.author	Rahardjo, Paulus Pramono
dc.contributor.author	Seourin, Delaneira Princess
dc.contributor.author	Anggoro, Bondan Widi
dc.date.accessioned	2022-11-23T00:57:59Z
dc.date.available	2022-11-23T00:57:59Z
dc.date.issued	2022
dc.identifier.other	maklhsc686
dc.identifier.uri	http://hdl.handle.net/123456789/13807
dc.description	Makalah dipresentasikan pada 26th Annual National Conference on Geotechnical Engineering "Geotechnical Engineering to Support Sustainable Infrastructure Development from Theory to Practice". Himpunan Ahli Teknik Tanah Indonesia. Jakarta, 8-9 November 2022. p. 113-120.	en_US
dc.description.abstract	Variety of methods have been proposed over decades in order to estimate pile group settlement. Due to the development of numerical tools, modelling settlement of pile group is no longer limited to the column load and pile geometry but also can be expanded to consider the effect of construction activities such as fill and excavation and non-horizontal surface geometry which affects initial stress prior to settlement analysis. In this paper, numerical simulation carried by using MIDAS GTS NX is conducted in order to evaluate the effect of construction activities and non-horizontal surface geometry to the settlement analysis.	en_US
dc.language.iso	en	en_US
dc.publisher	Himpunan Ahli Teknik Tanah Indonesia	en_US
dc.subject	NUMERICAL ANALYSIS	en_US
dc.subject	FINITE ELEMENT ANALYSIS	en_US
dc.subject	SETTLEMENT	en_US
dc.subject	INITIAL STRESS	en_US
dc.subject	PILE GROUP	en_US
dc.subject	3D	en_US
dc.title	The Effect of initial stress to 3D settlement analysis	en_US
dc.type	Conference Papers	en_US