Small- and large-scale model tests on the buckling property of slender pile-Reference-Cited by-同舟云学术

Small- and large-scale model tests on the buckling property of slender pile

Published:2017-03-10 Issue:8 Volume:35 Page:1058-1067
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Chen Long¹²,Chen Yonghui³⁴,Shi Jiangwei¹,Chen Geng³

Affiliation:

1. College of Civil and Transportation Engineering, Hohai University, Nanjing, China

2. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China

3. Research Institute of Geotechnical Engineering, Hohai University, Nanjing, China

4. Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Kowloon, Hong Kong

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Qing Lan Project of Jiangsu Province

the China Postdoctoral Science Foundation funded project

Zhejiang Province Bureau of Science and Technology Plan Projects in China

Ministry of Water Resources Public Welfare Industry Special Scientific Research Funds of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1285378

Reference34 articles.

1. Bhattacharya, S., and M. Bolton. 2004. Buckling of piles during earthquake liquefaction. 13th world conference on earthquake engineering, vol. 95, Vancouver, BC, Canada.

2. Probabilistic buckling analysis of axially loaded piles in liquefiable soils

3. Bergfelt, A. 1957. The axial and lateral load bearing capacity, and failure by buckling of piles in soft clay. Proceedings of the fourth international conference on soil mechanics and foundation engineering, vol. 2, London, England.

4. Norwegian Experiences with Steel Piles to Rock

5. Brandtzaeg, A., and E. Harboe. 1957. Buckling tests of slender steel piles in soft, quick clay. Proceedings of the fourth international conference on soil mechanics and foundation engineering, London, England, vol. 2, 19–23.

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