UNDRAINED SHEAR CHARACTERISTICS OF SANDY-GRAVEL CONTAINING NON-PLASTIC FINES-Reference-Cited by-同舟云学术

UNDRAINED SHEAR CHARACTERISTICS OF SANDY-GRAVEL CONTAINING NON-PLASTIC FINES

Published:2005 Issue:785 Volume:2005 Page:785_123-785_132
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

HARA Tadashi,KOKUSHO Takaji,KOMIYAMA Yoshiro

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej/2005/785/2005_785_785_123/_pdf

Reference26 articles.

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2. 2) Andrus, R.D. : In-situ characterization of gravelly soils that liquefied in the 1993 Borah Peak earthquake, Ph.D. Dissertation presented to the University of Texas, 1994.

3. 3) Kokusho, T., Tanaka, Y., Kawai, T., Kudo, K., Suzuki, K., Tohda, S., and Abe, S. : Case study of rock debris avalanche gravel liquefied during 1993 Hokkaido-Nansei-Oki earthquake, Soils and Foundations, Vol.35, No.3, pp.83-95, 1995.

4. 4) 沼田淳紀, 森伸一郎 : 噴砂の粒度組成, 土木学会論文集, No.722/III-61, pp129-147, 2002.

5. 5) 原忠, 國生剛治 : 砂礫の液状化強度および液状化後の非排水せん断強度に及ぼす粒度分布の影響, 土木学会論文集, No.645/III-50, pp.245-253, 2000.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Liquefaction at a housing site reclaimed using well-graded gravelly soil;Jiban Kogaku Janaru (Japanese Geotechnical Journal);2010

2. EFFECT OF DEGREE OF SATURATION ON CYCLIC UNDRAINED SHEAR STRENGTH OF SANDS CONTAINING NON-PLASTIC FINES;Doboku Gakkai Ronbunshuu C;2009

3. EVALUATION OF LIQUEFACTION STRENGTH OF SANDS CONTAINING FINES BY MINIATURE CONE PENETRATION TESTS IN TRIAXIAL SPECIMENS;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2009