ACTIVE PRESSURE FOR CIRCULAR CUT WITH BEREZANTZEV'S AND PRATER'S THEORIES, NUMERICAL MODELING AND FIELD MEASUREMENTS
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概要
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A simplified slip line solution of the axi-symmetric active earth pressure based on a general lateral stress coefficient for general c-ψ soil system is developed in the present paper. The results from the simplified slip line analysis are compared with those by Prater and results from numerical modeling. It is found that Prater's method may give surprising results and the limitations of Prater's results are also discussed in this paper. The authors have also investigated the importance of the lateral stress coefficient and the lower bound of the coefficient which are not considered in the past.
- 社団法人地盤工学会の論文
著者
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HU Y.
Department of Orthopaedic Surgery, The Affiliated Hospital of Medical College of Qingdao University
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Au S.
Department Of Civil Engineering University Of Hong Kong
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CHENG Y.
Department of Civil and Structural Engineering, Hong Kong Polytechnic University
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WEI W.
Department of Civil and Structural Engineering, Hong Kong Polytechnic University
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Hu Y.
Department Of Biologic And Materials Sciences University Of Michigan School Of Dentistry
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Cheng Y.
Department Of Civil And Structural Engineering Hong Kong Polytechnic University
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