所属栏目:水电工程围堰设计
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] >>