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 張圖）     [閱讀本文] >>