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Volumn 131, Issue 1, 1998, Pages 34-51

Soil liquefaction effects observed in the kobe earthquake of 1995

Author keywords

Foundations; Geotechnical engineering; Seismic engineering

Indexed keywords

CAISSONS; DEFORMATION; EARTHQUAKE RESISTANCE; FOUNDATIONS; PILES; QUAY WALLS; SETTLEMENT OF STRUCTURES; WAREHOUSES;

EID: 0031979195     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/igeng.1998.30004     Document Type: Article
Times cited : (28)

References (25)
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  • 2
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  • 4
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    • (1995) Soils and Foundations
  • 9
    • 0041499164 scopus 로고
    • Geological and geotechnical characteristics of Kobe area and strong ground motion records by the 1995 Kobe Earthquake
    • in Japanese
    • IWASAKI Y. Geological and geotechnical characteristics of Kobe area and strong ground motion records by the 1995 Kobe Earthquake. Tsuchi-toKiso, Tlie Japanese Geotechnical Society, 1995, 43, No. 6, 15-20 (in Japanese).
    • (1995) Tsuchi-toKiso, Tlie Japanese Geotechnical Society , vol.43 , Issue.6 , pp. 15-20
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  • 10
    • 0029718527 scopus 로고
    • Building damage associated with geotechnical problems
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    • TOKIMATSU K., MlZUNO H. and KAKURA1 M. Building damage associated with geotechnical problems. Soils and Foundations, Special issue on geotechnical aspects of the January 17 1995 Hyogoken-Nambu earthquake, 1996, January, 219-234.
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  • 17
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    • Performance of caisson type quay walls at Kobe Port
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  • 19
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.