Determination of Passive Earth Pressure on a Cantilever Retaining Wall in a Narrow Foundation Pit Based on Logarithmic Spiral Sliding Surface-Reference-Cited by-同舟云学术

Determination of Passive Earth Pressure on a Cantilever Retaining Wall in a Narrow Foundation Pit Based on Logarithmic Spiral Sliding Surface

Author:

Hu Weidong¹,Zeng Yongqing²^ORCID,Zhu Xinnian³,Hu Tao⁴

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang 414000, China.

2. College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang 414000, China (corresponding author). ORCID: .

3. Lecturer, College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang 414000, China.

4. Master’s Candidate, College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang 414000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference32 articles.

5. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

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