关于“挡土墙土压力研究的错误倾向”的讨论

吴明; 朱勇峰; 赵双庆; 陈炜昀

doi:10.11779/CJGE201704024

关于“挡土墙土压力研究的错误倾向”的讨论 English Version

基金项目: 国家自然科学基金项目（41402245）

详细信息

作者简介:
吴明(1979- ),男,副教授,主要从事地裂缝等方面的教学和科研。E-mail: ming_eagle@163.com。

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出版历程
- 收稿日期: 2016-11-01
- 发布日期: 2017-05-19

Discussion on“Error tendency for studying earth pressure on retaining walls”

1. Department of Geological Engineering, Chang'an University, Xi'an 710054, China;
2. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China

摘要

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参考文献(14)

[1]	孙建生. 挡土墙土压力研究的错误倾向[J]. 岩土工程学报, 2016(7): 1324–1329. (SUN Jian-sheng. Error tendency for studying earth pressure on retaining walls[J]. Chinese Journal of Geotechnical Engineering, 2016(7): 1324–1329. (in Chinese))
[2]	TERZAGHI K. Theoretical soil mechanics[M]. New York: Wiley, 1943.
[3]	SPANGLER M G, HANDY R L. “Loads on Underground Conduits”, Soil Engineering[M]. 3rd ed. New York: Harper Collins, 1973: 658–686.
[4]	HANDY R L. The arch in soil arching[J]. Journal of Geotechnical Engineering, 1985, 111(3): 302–318.
[5]	JANSSEN H A. Versuche über getreidedruck in silozellen[J]. Zeitschrift des Vereins deutscher Ingenieure, 1895(35): 1045–1049.
[6]	MARSTON A, ANDERSON A O. “The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe[M]. Ames: Iowa State College of Agriculture and Mechanic Arts, 1913: 28–39.
[7]	KRYNINE D P. ‘‘Discussion of ‘Stability and stiffness of cellular offerdams’ by Karl Terzaghi’’ Trans[J]. Am Soc Civ Eng, 1945, 110: 1175–1178.
[8]	PAIK K H, SALGADO R. Estimation of active earth pressure against rigid retaining walls considering arching effects[J]. Géotechnique, 2003, 53(7): 643–653.
[9]	曾广翘. 深仓中杨森公式侧压系数的修正[J]. 煤矿设计, 1979(5): 20–23. (ZENG Guang-qiao. Modification of Janssen's lateral pressure coefficient in deep silos[J]. Coal Mine Design, 1979(5): 20–23. (in Chinese))
[10]	蒋波, 应宏伟, 谢康和. 挡土墙后土体拱效应分析[J]. 浙江大学学报, 2005, 39(1): 131–136. (JIANG Bo, YING Hong-wei, XIE Kang-he. Analysis on soil arching behind retaining wall[J]. Journal of Zhejiang University (Engineering Science), 2005, 39(1): 131–136. (in Chinese))
[11]	俞缙, 周亦涛, 蔡燕燕, 等. 基于土拱效应的刚性挡墙墙后主动土压力[J]. 岩土工程学报, 2013, 35(12): 2306–2310. (YU Jin, ZHOU Yi-tao, CAI Yan-yan, et al. Active earth pressure against rigid retaining wall considering soil-arching effects[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2306–2310. (in Chinese))
[12]	王杰, 夏唐代, 贺鹏飞, 等. 考虑土拱效应的刚性挡墙主动土压力分析[J]. 岩土力学, 2014, 35(7): 1914–1920. (WANG Jie, XIA Tiang-dai, HE Peng-fei. Analysis of active earth pressure on rigid retaining walls considering soil arching[J]. Rock and Soil Mechanics, 2014, 35(7): 1914–1920. (in Chinese))
[13]	CAI Y, CHEN Q, ZHOU Y, et al. Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode[J]. International Journal of Geomechanics, 2016, 8(1): 1–11.
[14]	MOHAMMAD H K, THIRAPONG P, TAKEMURA J. Theoretical analysis of earth pressure against rigid retaining walls under translation mode[J]. Soils and Foundations, 2016, 55(4): 664–675.

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