Excess Pore Water Pressure Induced by Installation of Precast Piles in Soft Clay-Reference-Cited by-同舟云学术

Excess Pore Water Pressure Induced by Installation of Precast Piles in Soft Clay

Published:2021-09 Issue:9 Volume:21 Page:05021002
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ding Jianwen¹^ORCID,Wan Xing²,Hong Zhenshun³,Wang Jianhua²,Mou Cong²

Affiliation:

1. Associate Professor, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., No. 2, Si Pai Lou, Xuanwu District, Nanjing 210096, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China.

3. Professor, School of Transportation, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001992

Reference38 articles.

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2. Swelling behavior of compacted bentonite with the presence of rock fracture;Bian X.;Eng. Geol.,2019

3. State of compacted bentonite inside a fractured granite cylinder after infiltration;Bian X.;Appl. Clay Sci.,2020

4. Compressibility of cemented dredged clay at high water content with super-absorbent polymer;Bian X.;Eng. Geol.,2016

5. Bjerrum, L., and K. H. Anderson. 1972. In-situ measurement of lateral pressures in clay, 11–19. Publication No. 1. Oslo, Norway: Norwegian Geotechnical Institute.

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