Reply to the discussion by Ganesh on "Analysis of passive earth pressure modification due to seepage flow effects"

被引：0

作者：

Hu, Z. ^{[1
]}

Yang, Z. X. ^{[1
]}

Wilkinson, S. P. ^{[2
]}

机构：

[1] Zhejiang Univ, Dept Civil Engn, 866 Yuhangtang Rd, Hangzhou, Zhejiang, Peoples R China

[2] Univ Wolverhampton, Dept Civil Engn, Wulfruna St, Wolverhampton WV1 1LY, W Midlands, England

来源：

CANADIAN GEOTECHNICAL JOURNAL | 2019年 / 56卷 / 02期

关键词：

COEFFICIENTS;

D O I：

10.1139/cgj-2018-0314

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：305 / 306

页数：2

共 13 条

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[3] Discussion of "Analysis of passive earth pressure modification due to seepage flow effects" [J].

Ganesh, R. .

CANADIAN GEOTECHNICAL JOURNAL, 2019, 56 (02) :304-304

[4] Analysis of passive earth pressure modification due to seepage flow effects [J].

Hu, Z. ;

Yang, Z. X. ;

Wilkinson, S. P. .

CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (05) :666-679

[5] Active earth pressure acting on retaining wall considering anisotropic seepage effect [J].

Hu, Zheng ;

Yang, Zhong-xuan ;

Wilkinson, Stephen Philip .

JOURNAL OF MOUNTAIN SCIENCE, 2017, 14 (06) :1202-1211

[6]

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[7] LIMIT EQUILIBRIUM COMPUTATION OF DYNAMIC PASSIVE EARTH PRESSURE [J].

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EBELING, RM .

CANADIAN GEOTECHNICAL JOURNAL, 1995, 32 (03) :481-487

[8] A simple approach based on the limit equilibrium method for evaluating passive earth pressure coefficients [J].

Patki, Mrunal A. ;

Mandal, J. N. ;

Dewaikar, D. M. .

GEOTECHNIK, 2015, 38 (02) :120-133

[9] Active earth pressure due to soil mass partially subjected to water seepage [J].

Santos, Petrucio J. ;

Barros, Persio L. A. .

CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (11) :1886-1891

[10]

Skrabl S, 2005, CAN GEOTECH J, V42, P1449, DOI [10.1139/t05-067, 10.1139/T05-067]

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