摘要
根据对近 2 0 0个道路岩石边坡的统计分析 ,在文献 [1]的基础上 ,依据 3个计算参数 (稳定性系数、节理长度、可动块体种类数 )对道路岩石边坡的稳定性进行判别。大量应用表明 。
Based on the statistical analysis of 200 road rock slopes in China and the Reference 1, the three parameters, i e. stability coefficient, joint length, and number of un?stable rock block, are used for the stability judgement of road rock slope. The engineering practices show that the judgement model is effective and successful.
出处
《公路交通科技》
CAS
CSCD
北大核心
2002年第2期11-13,共3页
Journal of Highway and Transportation Research and Development
