STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS

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概要

• 論文の詳細を見る
• 社団法人地盤工学会の論文
• 1984-06-15

著者

• Mayne Paul

  Law Engineering P. O. Drawer Qq

関連論文

• ANISOTROPY OF UNDRAINED SHEAR STRENGTH OF CLAYS UNDER AXI-SYMMETRIC LOADING CONDITIONS
• Undrained Shear Strength Anisotropy of Normally Consolidated Cohesive Soils(中瀬明男,亀井健史共著「土質工学会論文報告集」Vol.23,No.1,March1983掲載)
• A REVIEW OF UNDRAINED STRENGTH IN DIRECT SIMPLE SHEAR
• STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS

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