摘要
本文介绍了黄石板岩山二中滑坡体的地质环境、形态特征， 分析了成因机制。采用不平衡推力传递法进行了多种条件下的稳定性分析计算， 优化选择了抗滑稳定治理方案， 提出排式单方桩的治理方案， 实际治理效果较好。
In this paper, the geological environmentand shape characteritics of BanYanShan landslide is introduced, its genetic mechanism is analysed and the slope stability is evaluated by non-balance push way. Optimum selection is maken about the measures for the prevention of slope failures In the end of the paper, the controlling measures of single anti-sliding pile in rows is proposed
出处
《中国地质灾害与防治学报》
CSCD
1999年第3期56-60,50,共6页
The Chinese Journal of Geological Hazard and Control
