Behavior of Open- and Closed-Ended Piles Driven Into Sands-Reference-Cited by-同舟云学术

Behavior of Open- and Closed-Ended Piles Driven Into Sands

Published:2003-04 Issue:4 Volume:129 Page:296-306
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Paik Kyuho¹,Salgado Rodrigo²,Lee Junhwan³,Kim Bumjoo⁴

Affiliation:

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

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

3. Assistant Professor, School of Civil and Environmental Engineering, Yonsei Univ., Seoul 120-749, Korea.

4. PhD Student, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

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%3A4%28296%29

Reference31 articles.

1. Beringen F. L. (1979). “Results of loading tests on driven piles in sand.” Proc. Recent developments in the design and construction of piles London 213–225.

2. Brucy F. Meunier J. and Nauroy J. F. (1991). “Behavior of pile plug in sandy soils during and after driving.” Proc. 23rd Annual Offshore Technology Conf. Houston 1 145–154.

3. Carter J. P. Randolph M. F. and Wroth C. P. (1979). “Some aspects of the performance of open- and closed-ended piles.” Numerical method in offshore piling London 165–170.

4. Chin F. V. (1970). “Estimation of the ultimate load of piles not carried to failure.” Proc. 2nd Southeast Asian Conf. on Soil Engineering Singapore 81–90.

5. Soil Plugging and Relaxation in Pipe Pile during Earthquake Motion

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