Case study on pile running during the driving process of large-diameter pipe piles-Reference-Cited by-同舟云学术

Case study on pile running during the driving process of large-diameter pipe piles

Published:2017-12-21 Issue:6 Volume:36 Page:709-721
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Sun Liqiang¹²,Wang Yandi¹²,Guo Wei²,Yan Shuwang¹²,Chu Jian³,Liu Xiaoqiang⁴

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China

2. School of Civil Engineering, Tianjin University, Tianjin, China

3. School of Civil & Environmental Engineering, Nanyang Technological University Singapore

4. Tianjin Research Institute for Water Transport Engineering, Tianjin, China

Funder

National Natural Science Foundation of China

Key Research and Development Program of Tianjin

Central Public Institutes Fundamental Research

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1386742

Reference41 articles.

1. Berezantzev, V. G., V. Khristoforov, and V. Golubkov. 1961. Load bearing capacity and deformation of piled foundation. Proceeding of 5th international Conference on Soil mechannics and foundation Engineering, Paris, France, 2, 11–15.

2. Chen, C. 2001. Evaluating undrained shear strength of Klang clay from Cone penetration test. International Conference on In Situ Measurement of Soil Properties and Case Histories, Graduate Program, Parahyangan Catholic University, Bandung, Indonesia, 141–48.

3. Determining Relative Density of Sands from CPT Using Fuzzy Measure Theory

4. The settlement behavior of piled raft in clay soils

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