摘要
根据雅满苏露天铁矿边坡岩体种类、构造特征及其所处应力场范围，对其进行工程地质分区，分析各区边坡可能出现的破坏模式及稳定性状态，确定边坡不稳定区段，以便采取加固处理措施。
According to the types, fabric characteristics and stress field of slope rock of Yamansu Open pit, the authors divide its engineering geology into a number of regions, analyse slope failure patterns and stability of each region and establish unstable slope sections so as to take measures to consolidate them.
出处
《矿冶工程》
CAS
CSCD
北大核心
1997年第2期1-5,15,共6页
Mining and Metallurgical Engineering
关键词
边坡稳定性
铁矿
露天矿
Slope stability, Thin slab structure, Safty factor
