Effect of soil improvement on ground subsidence due to liquefaction

Soils and Foundations

Volumn , Issue Special, 1996, Pages 99-107

  Yasuda, Susumu ^a   Ishihara, Kenji ^a   Harada, Kenji ^a   Shinkawa, Naotoshi ^a  

^a TOKYO DENKI UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION; EARTHQUAKE RESISTANCE; EARTHQUAKES; PILES; SAND; SOIL LIQUEFACTION; SOIL MECHANICS; SUBSIDENCE;

EARTHQUAKE DAMAGE; KOBE; ROD COMPACTION; SOIL IMPROVEMENT;

SOILS;

EID: 0029694544     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.36.special_99     Document Type: Article

References (7)

1. Association for the Development of Earthquake Prediction Liquefied sites by the 1995 Hyogoken-Nambu earthquake 1995 in press (in Japanese)
2. M. Ikegaya Examples of ground improvement with sand drain piles Journal of Japan Sewage Work Association 17 190 1980 30 39 (in Japanese)
3. K. Ishihara M. Yoshimine Evaluation of settlements in sand deposits following liquefaction during earthquakes Soils and Foundations 32 1 1992 173 188
4. M. Nakajima M. Fukui K. Tanimoto Foundations of a tram depot for a new tram system in Rokko Island The Foundation Engineering and Equipment 20 5 1992 73 79 (in Japanese)
5. H. Tanahashi M. Fukui N. Uchida M. Kawamura Measurement of settlement of buildings with various type pile foundations in reclaimed land Proceeding of Annual Meeting in Kinki Branch of Architectural Institution of Japan 1987 229 232 (in Japanese)
6. K. Tanibayashi T. Kobori Ground improvement works and pile load tests at the site of high-rise buildings in reclaimed lands The Foundation Engineering and Equipment 9 1 1981 100 110 (in Japanese)
7. K. Watanabe Developement of Kobe Port Island and foundations of structures in the island The Foundation Engineering and Equipment 9 1 1981 83 91 (in Japanese)