Bearing Capacity Characteristics and Differential Settlement of Composite Foundation with Column-Hammered and Thrusted-Expanded Piles-Reference-Cited by-同舟云学术

Bearing Capacity Characteristics and Differential Settlement of Composite Foundation with Column-Hammered and Thrusted-Expanded Piles

Published:2021-09 Issue:9 Volume:21 Page:04021164
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Xuansheng¹,Gong Lijun²,Liu Gongning²

Affiliation:

1. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Technology, Lanzhou 730050, China (corresponding author).

2. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou Univ. of Technology, Lanzhou 730050, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002050

Reference47 articles.

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3. Chen, C. L. 2014. Study on the characteristics of pile negative friction in the large thickness loess area considering the collapsibility. Lanzhou, China: Lanzhou Univ. of Technology.

4. Chen, H. Y. 2013. Study on the bearing and settlement characteristics of composite foundation using ram-compacted piles with bearing base in high speed railway. Chengdu, China: Southwest Jiaotong Univ.

5. Chen, H. Y., J. L. Ma, G. T. Zhao, and Z. L. Xu. 2013. “Research on the settlement behavior of ram-compacted piles with bearing base.” In IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices, Geotechnical Special Publication 232, edited by J. Hu, J. Ma, J. Meneses, T. Qui, X. B. Yu, and X. D. Zeng, 396–405. Reston, VA: ASCE.

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