摘要
从黑河水库右坝肩上滑坡体的典型特征———弧形裂缝入手 ,分析了该滑坡体的形成机制 ,并由此提出了稳定性评价计算公式。计算结果不仅与实际情况吻合较好 。
Taking the arc fracture on the right shoulder of Heihe reservoir dam as example the forming mechanism of plane rotation slope is analyzed. In addition corresponding formula is proposed for its stability assessment. The result coincides with practical situation, which can also interpreted the distribution characteristics of cracks and why the landside took place.
出处
《山西建筑》
2004年第4期17-18,共2页
Shanxi Architecture
