【摘要】 文中以工程地质、水文地质、岩体物理力学性质以及爆破振动影响边坡破坏模式调查所获得的大量实际资料为基础 ,通过对边坡的多种岩体的物理力学性质、破坏模式以及多种影响因素的综合分析 ,正确选用符合实际的力学参数和几何参数 ,经过稳定性计算最终给出表征边坡稳定程度的定量指标。并以此为基础 ,设计出切实可行的综合防治边坡岩体滑落的措施。而后 ,付诸工程实践中 ,达到运输公路安全的预期目的更多还原

【Abstract】 Through synthetic analysis of a great deal of data such as engineering geology,hydrogeology,rock mass physical mechanical property blasting made,slope destruction pattern and other influencing factors,correctly selecting conform to actuality mechanical and geometrical parameters and by calculating,the quantitative index of slope stability is finally given.Based on the index,design synthetic and practical measures to prevcnt slope rock mass from sliding,then put it into engineering practice to reach the goal of safety communication.更多还原