Stability Charts for 3D Failures of Homogeneous Slopes-Reference-Cited by-同舟云学术

Stability Charts for 3D Failures of Homogeneous Slopes

Published:2013-09 Issue:9 Volume:139 Page:1528-1538
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gao Yufeng¹,Zhang Fei²,Lei G. H.³,Li Dayong⁴,Wu Yongxin²,Zhang Ning²

Affiliation:

1. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., No. 1, Nanjing 210098, China (corresponding author).

2. Ph.D. Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., No. 1, Nanjing 210098, China.

3. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., No. 1, Nanjing 210098, China.

4. Professor, Dept. of Civil Engineering, Shandong Univ. of Science and Technology, No. 579, Huangdao, Qingdao, 266510, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000866

Reference24 articles.

1. A Second Look at Taylor’s Stability Chart

2. Dimensionless parameters for homogeneous earth slopes;Bell J. M.;J. Soil Mech. and Found. Div.,1966

3. On the ratio of factors of safety in slope stability analyses

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