Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes-Reference-Cited by-同舟云学术

Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes

Published:2019-12 Issue:12 Volume:145 Page:04019110
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yang Shangchuan¹^ORCID,Leshchinsky Ben²,Cui Kai³,Zhang Fei⁴,Gao Yufeng⁵

Affiliation:

1. Assistant Professor, Key Laboratory of High-Speed Railway Engineering of the Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China; formerly, Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China. ORCID: .

2. Associate Professor and Richardson Chair, Dept. of Forest Engineering, Resources and Management, Oregon State Univ., 319 Snell Hall, Corvallis, OR 97331 (corresponding author).

3. Professor, Key Laboratory of High-Speed Railway Engineering of the Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China.

4. Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Associate Professor, Jiangsu Province’s Geotechnical Research Center, Nanjing 210098, China.

5. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Professor, Jiangsu Province’s Geotechnical Research Center, Nanjing 210098, 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.1943-5606.0002178

Reference30 articles.

1. Loaded Areas on Cohesive Slopes

2. Bearing-capacity prediction of spatially random c ϕ soils

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