Consolidation Behavior and Stress Concentration Ratio of SCP Composite Ground-Reference-Cited by-同舟云学术

Consolidation Behavior and Stress Concentration Ratio of SCP Composite Ground

Published:2012-01 Issue:1 Volume:30 Page:63-85
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Ahn Jaehun,Kim Yun-Tae

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

http://www.tandfonline.com/doi/pdf/10.1080/1064119X.2011.586011

Reference35 articles.

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3. Aboshi , H. , H. Yoshikuni , and K. Harada . 1970 . K0-consolidation of clay with large sand pile.5th Conference of JSSMFE397–440.

4. Barksadale , R. D. and R. C. Bachus . 1983 . Design and construction of stone columns. Report No. FHWA/RD-83/026. National Tech. Info. Service, Springfield, Virginia.

5. Busan New Port Corp . 1999 . Report of north container terminal: 6.50–6.59 (in Korean).

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