Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade-Reference-Cited by-同舟云学术

Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang Xianwei¹^ORCID,Liu Xinyu²^ORCID,Chang Zhixiong³,Liu Zhihai³,Yu Dunmeng⁴,Li Yue⁵

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

2. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Ph.D. Candidate, Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding author). ORCID: .

3. Engineer, Wuhan Smart Ecological Construction Investment Co., Ltd., 188 Dongfeng Ave., Wuhan, Hubei 430000, China.

4. Engineer, Wuhan Municipal Engineering Design and Research Institute Co., Ltd., 40 Changqing Rd., Wuhan, Hubei 430000, China.

5. Engineer, Wuhan Tengyi Engineering Inspection Co., Ltd., 216 Jianshe Ave., Wuhan, Hubei 430000, 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.1943-5606.0002748

Reference28 articles.

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2. Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation

3. Bjerrum L. I. J. Johannessen and O. Eide. 1969. “Reduction of negative skin friction on steel piles to rock.” In Vol. 2 of Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering 27–34. London: International Conference on Soil Mechanics and Foundation Engineering.

4. Downdrag Measurements on a 160-Ft Floating Pipe Test Pile in Marine Clay

5. Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment

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