摘要
福建省龙岩某水泥公司的圆库后方因严重超挖产生滑坡 ,危及圆库、皮带通廊及滑坡后壁处永福公路的安全使用 ,经刷方减重、微型压浆桩、抗滑桩等多方案综合治理后 ,滑坡体得以稳定。
Due to severely over excavating on the back of a c ircular storehouse of the cement company in Longyan,slide occurred endangere d the storehouse and the belt gallery and also the safe utilization of a highwa y behind the slide.After comprehensively treated by ways of overload cutting,min i-grout-mixed piles and anti-slide piles the slope became stable.
出处
《土工基础》
2001年第3期34-37,共4页
Soil Engineering and Foundation
