Bearing capacity of a shallow foundation on several types of ground with cavity under dry and unsaturated conditions based on Rigid Plastic Finite Element Method [an abstract of dissertation and a summary of dissertation review]


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Keba_Lukueta_Eric_abstract.pdf	論文内容の要旨	31.08 kB	PDF	View/Open
Keba_Lukueta_Eric_review.pdf	審査の要旨	84.61 kB	PDF	View/Open

Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/92735

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Title:	Bearing capacity of a shallow foundation on several types of ground with cavity under dry and unsaturated conditions based on Rigid Plastic Finite Element Method [an abstract of dissertation and a summary of dissertation review]
Other Titles:	剛塑性有限要素解析に基づいた、様々な地盤および水理条件下における空洞が発達した地盤上の直接基礎の支持力評価 [論文内容及び審査の要旨]
Authors:	Keba, Lukueta Eric Browse this author
Issue Date:	28-Jun-2024
Publisher:	Hokkaido University
Conffering University:	北海道大学
Degree Report Number:	甲第16044号
Degree Level:	博士
Degree Discipline:	工学
Examination Committee Members:	(主査) 准教授磯部公一, 教授渡部要一, 教授西村聡
Degree Affiliation:	工学院（環境フィールド工学専攻）
Rights:	https://creativecommons.org/licenses/by/4.0/
Type:	theses (doctoral - abstract and summary of review)
URI:	http://hdl.handle.net/2115/92735
Appears in Collections:	学位論文 (Theses) > 博士　（工学）課程博士 (Doctorate by way of Advanced Course) > 工学院(Graduate School of Engineering)

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