摘要
根据文峪河水库右岸滑动块体的地质特征 ,通过多种情况计算分析滑动块体的稳定性为加固处理及工程设计提供了可靠依据。得出该滑动块体具有潜在滑动的条件和可能 。
According to geologic characteristics of the sliding block on the right bank in Wenyu river reservoir the stability of this sliding block has been calculated under different situations, which provides reliable foundations for reinforcement treatment and engineering design. At last the conclusion is pointed out that this block has potential sliding condition and proper anti slide measures should be adopted.
出处
《山西建筑》
2002年第11期15-16,共2页
Shanxi Architecture
关键词
文峪河水库
滑动块体
稳定计算
sliding block, calculation, stability analysis