Physical Model Test and Theoretical Study on the Bearing Behavior of Pile in Expansive Soil Subjected to Water Infiltration-Reference-Cited by-同舟云学术

Physical Model Test and Theoretical Study on the Bearing Behavior of Pile in Expansive Soil Subjected to Water Infiltration

Published:2021-06 Issue:6 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hou Kai-wen¹,Jiang Jie²,Wang Shun-wei³,Ou Xiao-duo⁴

Affiliation:

1. College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi Univ., Nanning 530004, China.

2. Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi Univ., Nanning 530004, China (corresponding author).

3. Master Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Master Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Master Candidate, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi Univ., Nanning 530004, China.

4. Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi Univ., Nanning 530004, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002006

Reference27 articles.

1. Performance assessment of single and group of helical piles embedded in expansive soil

2. Benvenga, M. M. 2005. Pier-soil adhesion factor for drilled shaft piers in expansive soils. Fort Collins, CO: Colorado State Univ.

3. Chapel, T. A. 1998. Field investigation of helical and concrete piers in expansive soils. Fort Collins, CO: Colorado State Univ.

4. Research on mechanical behavior of recycled aggregate concrete after high temperatures;Chen Z. P.;J. Build. Struct.,2017

5. Fan, Z. H. 2007. Research on swelling-shrinking characteristic and pile-soil interaction of expansive soil foundation. [In Chinese.] Changsha, China: Central South Univ.

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