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タイトルヨミ
モリツチ キソ ジバン ノ カンイ ヘンケイ カイセキ トソノ セコウ カンリ ヘノ オウヨウ
日本語以外のタイトル
Simplified Deformation Analysis of Clay Foundation under Embankments and Its Application to Construction Management
ファイル
言語
日本語
著者
亀井 健史
貞松 貴之
内容記述(抄録等)
Vertical and horizontal deformation of foundations under embankments is often large and potentially damaging to structures. Evaluating the magnitude of such deformation and the rates at which they occur play an important part in many geotechnical engineering projects. This deformation analysis becomes increasingly important when embankments are constructed on weak soils. To confirm the applicability of the simplified deformation analysis as proposed by KAMEI,deformation analysis was carried out using Finite Element Method analysis available in commercial software. The model simulations are compared with thewell-documented case history of the Kanda trial embankment. Reasonable agreement is obtained betweenthe measured and the computed values of ground surface movements beneath the center of the embankmentfor the multi-soil layers in the preliminary design. We also evaluated whether it is possible to reduce operations and shorten the total construction period and cost using by this analysis. According to our results,significant reduction in operations and shortening of the total construction period is possible. Finally,signiicant information in engineering practice is gained by this analysis.
掲載誌名
島根大学総合理工学部紀要. シリーズA
35
開始ページ
21
終了ページ
38
ISSN
13427113
発行日
2001-12-24
NCID
AA11157087
出版者
島根大学総合理工学部
出版者別表記
Interdisciplinary Faculty of Science and Engineering, Shimane University
資料タイプ
紀要論文
ファイル形式
PDF
著者版/出版社版
出版社版
業績ID
e18695
部局
(旧組織)大学院総合理工学研究科
備考
30-41+ / 1997-2007
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