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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/644

Title: 施工中の圧密を考慮した盛土の応力・変形解析
Other Titles: セコウチュウ ノ アツミツ オ コウリョシタ モリツチ ノ オウリョク ヘンケイ カイセキ
Stress-Deformation Analysis of Embankments Considering Consolidation During Construction
Authors: 成田, 国朝
奥村, 哲夫
村田, 直二
大根, 義男
NARITA, Kunitomo
OKUMURA, Tetsuo
MURATA, Naoji
OHNE, Yoshio
Issue Date: 31-Mar-1983
Publisher: 愛知工業大学
Abstract: In the design of earth and rockfill dams, it is of great importance to predict construction pore pressure and deformation behaviors during construction. In the present paper, a conventional practically useful method of estimating pore pressure and deformation of embankments during construction is proposed. The main advantages of the method are to estimate built-up pore pressure from results of ordinary oedometer tests and to pursue pore pressure dissipation by using empirical relations between U (degree of consolidation) and T (time factor) which can be derived from pore pressure measurements in the field. In the comparison between the calculated and observed results for a typical earth dam, it is recognized that the proposed method is applicable in a sense of practical purpose, though the method has some inherent shortcomings in applying for moving boundary problems.
URI: http://hdl.handle.net/11133/644
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