Nonlinear fem analysis of cement column configuration in the foundation improved by deep mixing method

dc.contributor.author	Nguyen Ngoc Thang
dc.contributor.author	Nguyen Anh Tuan
dc.date.accessioned	2020-05-14T10:37:38Z
dc.date.available	2020-05-14T10:37:38Z
dc.date.issued	2018
dc.description.abstract	In this study, the stress distribution and the deformation in the foundation improved by Deep Mixing Method are analyzed using nonlinear FEM in which the stress-strain relation is elastoplastic to apply to more detailed specification of the configuration of cement column.	uk_UA
dc.identifier.citation	Nguyen Ngoc Thang. Nonlinear fem analysis of cement column configuration in the foundation improved by deep mixing method / Nguyen Ngoc Thang, Nguyen Anh Tuan // Опір матеріалів і теорія споруд : наук.- техн. зб. / Київ. нац. ун-т буд-ва і архітектури ; відп. ред. В. А. Баженов. – Київ, 2018. – Вип. 100. – С. 18 - 26. - Бібліогр. : 7 назв.	uk_UA
dc.identifier.issn	2410-2547
dc.identifier.uri	https://repositary.knuba.edu.ua/handle/987654321/3776
dc.language.iso	en	uk_UA
dc.publisher	КНУБА	uk_UA
dc.subject	Deep Mixing Method	uk_UA
dc.subject	soft soil	uk_UA
dc.subject	cement column	uk_UA
dc.subject	FEM	uk_UA
dc.subject	Simplified Method	uk_UA
dc.subject.udc	624.138.23(597)	uk_UA
dc.title	Nonlinear fem analysis of cement column configuration in the foundation improved by deep mixing method	uk_UA
dc.type	Article	uk_UA

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