General axisymmetric active earth pressure obtained by the characteristics method based on circumferential geometric condition-Reference-Cited by-同舟云学术

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General axisymmetric active earth pressure obtained by the characteristics method based on circumferential geometric condition

Published:2019-10-08 Issue:2 Volume:63 Page:341-356
ISSN:1674-7321
Container-title:Science China Technological Sciences
language:en
Short-container-title:Sci. China Technol. Sci.

Author:

Xiong GuoJun,Chen JinJian,Li MingGuang,Li YaoLiang

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Link

http://link.springer.com/content/pdf/10.1007/s11431-018-9452-x.pdf

Reference34 articles.

1. Qu J T Zhou J. 3-Dimensional numerical analysis in a very deep circle pit. J Kunming Univ Sci Tech (Sci Tech), 2004, 29: 96–99

2. Kumagai T, Ariizumi K, Kashiwagi A. Behaavior large-scale cylindrical earth retaining structure. Stions, 2005, 39: 13–26

3. Zhu S Q. Calculation of ground pressure on shaft due to deep overburden. J China Univ Mining Tech, 1981, 1: 6

4. Zhang M J. Earth pressure on shaft sunk in thick overburden. J China Univ Mining Tech, 1983, 2: 7

5. Ma Y M. Theory and practice of ground pressure on shaft due to thick overburden. J China Univ Mining Tech, 1979, 1: 3

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1. Calculation of Active Earth Pressure on a Circular Retaining Wall Based on Energy Method;Lecture Notes in Civil Engineering;2024

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