Art
J-GLOBAL ID:200902012532093180   Reference number:93A0148599

Shearing Characteristics of Undisturbed Landslide Clay.

乱さない地すべり粘土のせん断特性
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Material:
Volume: 26  Issue:Page: 3-9  Publication year: Mar. 1990 
JST Material Number: S0392B  ISSN: 0285-2926  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Soil compression,consolidation,shear strength,ground subsidence 
Reference (10):
  • 1) 藤田壽雄: 設計における土質定数の考え方, 3.地すべり, 土と基礎, pp.71-78, 1979
  • 2) 榎明潔・八木則男・矢田部龍一: 地すべり粘土の強度定数について, 土質工学会四国支部&地すべり学会関西支部, 斜面崩壊および地すべりの予知と対策に関するシンポジウム発表論文集, pp.209-216, 1988
  • 3) Enoki, M., Yagi, N. and Yatabe, R.: Back analysis of strength parameters and its problem on landslide, Proc. Japan-China Symp.and Field Workshop on landslides and debris flows, pp.19-24, 1989
  • 4) 矢田部龍一・八木則男・榎明潔: 破砕帯地すべりの移動特性に及ぼす降雨の影響, 地すべり, Vol.26, No.3, pp.40-46, 1989
  • 5) 八木則男・榎明潔・矢田部龍一: 破砕帯地すべりの移動量予測, 土木学会論文集, 第406号/III-11, pp.53-60, 1989
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