Base Capacity of Open-Ended Steel Pipe Piles in Sand-Reference-Cited by-同舟云学术

Base Capacity of Open-Ended Steel Pipe Piles in Sand

Published:2012-09 Issue:9 Volume:138 Page:1116-1128
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yu Feng¹,Yang Jun²

Affiliation:

1. Associate Professor, School of Civil Engineering and Architecture, Zhejiang Sci-Tech Univ., Hangzhou 310018, P. R. China.

2. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, P. R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000667

Reference33 articles.

1. China Ministry of Railways (CMR). (1993). “Technical practice for cone penetration test.” TBJ37 China Ministry of Railways Beijing (in Chinese).

2. Clausen C. J. F. Aas P. M. and Karlsrud K. (2005). “Bearing capacity of driven piles in sand the NGI approach.” Proc. Int. Symp. On Frontiers in Offshore Geotechnics Taylor & Francis London 677–681.

3. Pile foundations for large North Sea structures

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