Considerations on Stability of Embankments on Clay (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)

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概要

• 論文の詳細を見る

• This paper is part os a Special Lecture presented at the International Symposium on Coastal Geotechnical Engineering, IS Yokohama 2000,held in Yokohama in September 2000. It examines the different approaches that have been proposed for the evaluation of stability of embankments on soft clays. Stability of embankments constructed in one stage is well controlled. However, experience shows that engineers have to be careful when they want to apply in a given geological context an empirical approach that has been developed in a different one. For stage-constructed embankments, there are indications that the methods proposed up to now have a tendency to underestimate stability.

• 社団法人地盤工学会の論文
• 2001-10-15

著者

• Leroueil S.

  University Laval Ste-foy Quebec Canada.

• Demers D

  Ministere Des Transports Du Quebec Quebec Canada.

• Demers D.

  Ministere Des Transports Du Quebec Quebec Canada.

• SAIHI F.

  Golder and Ass., Montreal, Quebec, Canada. Manuscript was received for review on February 20, 2001.

• Saihi F.

  Golder And Ass. Montreal Quebec Canada. Manuscript Was Received For Review On February 20 2001. Writ

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• A Massive Retrogressive Landslide in Sensitive Champlain Sea Sediments near Saint-Boniface-de-Shawinigan, Quebec, Canada, April 1996
• Considerations on Stability of Embankments on Clay (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)

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