Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results-Reference-Cited by-同舟云学术

Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results

Published:2003-05 Issue:5 Volume:129 Page:391-403
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lee Junhwan¹,Salgado Rodrigo²,Paik Kyuho³

Affiliation:

1. Assistant Professor, School of Civil and Environmental Engineering, Yonsei Univ., Seoul, South Korea.

2. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

3. Associate Professor, Dept. of Civil Engineering, Kwandong Univ., Kangwon-do, 215-800, South Korea.

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%291090-0241%282003%29129%3A6%28391%29

Reference38 articles.

1. American Petroleum Institute (API). (1991). Recommended practice for planning designing and constructing fixed offshore platforms 19th Ed. APIRP2A American Petroleum Institute Dallas.

2. Pile bearing capacity prediction by means of static penetrometer CPT.;Bustamante M.;Proc., 2nd European Symposium on Penetration Testing,1982

3. De Beer E. (1984). “Different behavior of bored and driven piles.” Proc. of VI Conf. on Soil Mechanics and Foundation Engineering G. Petrasovits ed. Budapest Hungary 307–318.

4. De Beer E. (1988). “Different behavior of bored and driven piles.” Proc. of Deep Foundation on Bored and Auger Piles Van Impe ed. Ghent Belgium 47–82.

5. The plugging behaviour of driven and jacked piles in sand

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