Stability analysis of the fill embankment damaged by recent two major earthquakes in Hokkaido, Japan

Geotechnical Special Publication

Volumn , Issue 75 II, 1998, Pages 926-937

  Miura, Kinya ^a   Yoshida, Nozomu ^b   Nishimura, Migitoshi ^a   Wakamatsu, Kazue ^c  

^a HOKKAIDO UNIVERSITY   (Japan)

^b KYOWA HAKKO KOGYO CO LTD   (Japan)

^c INSTITUTE OF INDUSTRIAL SCIENCE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; SAFETY FACTOR; SOIL LIQUEFACTION; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STABILITY; STRESS ANALYSIS;

SANDY SOIL EMBANKMENTS;

EMBANKMENTS;

EID: 0031620124     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (10)

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2. Hamada, M. (1992). "1964 Niigata earthquake, Case studies of liquefaction and lifeline performance during past earthquakes," Volume 1,Japanese Case Studies, Technical Report NCEER-92-0001, 8(1), 3.120-3.121.
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4. Inoue, D. et al. (1993). "Characteristics and Damage Investigation of the 1993 Kushiro-oki Earthquake," Report No. U92047, CRIEPI.
5. Kokusho, T. (1980). "Cyclic test of dynamic soil properties for wide strain range," Soils and Foundations, 20(2), 45-60.
6. Mori, S. (1993). "Reconnaissance report on the Liquefaction aspects of the Kushirooki Earthquake, January 15, 1993," The 28th Japan National Conf. on Soil Mechanics and Foundation Engineering, pp. 1091-1094.
7. Noto, S. et al. (1986). "An experimental study of dynamic properties of peat soils," Monthly Report of the Civil Engineering Research institute of Hokkaido Development Bureau, 12-21.
8. Noto, S. et al. (1987). "An experimental study of dynamic properties of peat soils (2nd report)," Monthly Report of the Civil Engineering Research Institute of Hokhaido Development Bureu, 14-24.
9. Saito, K. and Ine, N. (1993). Private communication, Sapporo Branch, Kiso Jiban Consultants Co., Ltd.
10. Yasuda, S. et al. (1993). "Mechanical property of soil where ground failure occurred during the Kushiro-oki earthquake," Proc., 22nd JSCE Earthquake Engineering Symposium-1993, 395-398.