摘要
针对姑山矿罗村小农场排土场地基第四系软土层厚、强度低的现实 ,结合排土场的堆积工艺 ,采用地基承载能力分析、边坡稳定性分析等方法 ,分析确定了排土场的结构参数 。
In view of the reality of the thick Quaternary system and low strength of the Luocun-xiaonengchang dump foundation and in combination of the dumping technology adopted,the analysis of the foundation carrying capacity and slope stability are made so as to determine the structural parameters and to provide data for the dump operation.
出处
《金属矿山》
CAS
北大核心
2000年第4期32-34,共3页
Metal Mine