Numerical Study of Consolidation Effect on the Response of Passive Piles Adjacent to Surcharge Load-Reference-Cited by-同舟云学术

Numerical Study of Consolidation Effect on the Response of Passive Piles Adjacent to Surcharge Load

Published:2017-11 Issue:11 Volume:17 Page:04017093
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Min¹,Shangguan Shiqing²,Li Weichao³^ORCID,Zhu Bitang⁴

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China.

2. Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China.

3. Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China (corresponding author). ORCID: .

4. Principal Engineer, NOMA Consulting Pty. Ltd., 101/620 Collins St., Melbourne, Victoria 3000, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000991

Reference42 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Theoretical study of lateral reaction mechanism of piles

3. Difference between load-transfer relationships for laterally loaded pile groups: Active p-y or passive p-δ;Bransby M. F.;J. Geotech. Engrg.,1996

4. 3-D finite element modelling of pile groups adjacent to surcharge loads

5. Centrifuge modelling of pile groups adjacent to surcharge loads;Bransby M. F.;Soils Found.,1997

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