摘要
某建筑物含厚层淤泥人工地基，采用抗滑桩加挡墙护坡不能解决坡体崩塌滑坡问题，改用堆载预压排淤再卸载回填的稳坡措施处理地基，获得成功。
Slope failure of man made silt ground of a building can not be eliminated by using anti sliding piles and protecting wall. Successful handling of the ground has been achieved by loading precompression, followed by unloading refilling.
出处
《矿冶工程》
EI
CAS
CSCD
北大核心
1998年第4期14-16,共3页
Mining and Metallurgical Engineering
关键词
挤淤法
抗滑桩
厚淤泥地基
加载预压
固结排水
Silt squeezing methed, Anti sliding pile, Thick silt ground, Concretion draining
