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Title Transcription
マレーシア ナンジャク カイセイ ネンド ジバン ジョウ ニ ケンセツ サレタ シケン
Title Alternative (English)
Evaluation of deformation behavior of a test embankment constructed on Malaysian soft marine clay
File
language
jpn
Author
Kamei, Takeshi
Shuku, Takayuki
Description
This paper describes the predicted and observed performance of full-scale trial embankment constructed on Maiaysian soft marine clays, and built to failure. Finite element analysis based on the Cam-clay model was utilized to investigate the defomation behavior of the embankment and the foundation soil until failure. Finite element solution based on shear band and deformation vectors agree well with the actual slip surface observed in the field measurements. However, more accurate prediction of slip surface requires careful assessment of the ground surface, corresponding to the actual mechanical behavior in the field during embankment.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
39
Start Page
17
End Page
27
ISSN
13427113
Published Date
2005-12-15
NCID
AA11157087
Publisher
島根大学総合理工学部
Publisher Aalternative
Interdisciplinary Faculty of Science and Engineering, Shimane University
NII Type
Departmental Bulletin Paper
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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