摘要
本文通过对金川龙首矿新1# 竖井井塔地基及其周围岩、土体边坡的工程地质勘察与研究,总结提出了金川矿区地表地基稳定性分析方法与步骤。
The method and procedure for the stability analysis of the foundation of surface projects in Jinchuan Mine are summarized by engineering geological investigations into the foundation of the shaft tower of the new No.1 shaft in Longshou Mine and the surrounding slope.
出处
《中国有色冶金》
CAS
1999年第S1期46-47,123,共3页
China Nonferrous Metallurgy
关键词
金川矿区地表工程
地基稳定性
工程地质
surface projects in Jinchuan mine\ engineering geology of foundation stability