6.3 Stability calculation

所属栏目:水电工程围堰设计

6.3 Stability calculation

6.3.1 The calculation of stability against sliding for theearth-rockfill cofferdam slope and overburden foundation should beconducted by rigid limit equilibrium method with single safety factorbased on DL/T 5395 Design Specification for Rolled Earth-rockf ......(本文共 4735 字 , 2 张图)     [阅读本文] >>


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