摘要
新滩滑坡为一大型堆积层滑坡。本文在勘探竖井地质调查及滑移层取样力学试验基础上，对新滩滑坡的滑动机理及其滑前滑后的稳定进行分析，指出新滩滑坡在８５年６月大滑后，其再滑的隐患仍然存在，大滑的最主要触发因素是雨水对滑移层粘土强度的影响。
The Xintan landslide is a large landslide of slope with accumulated deposits. In this paper, based on the investigations of an exploratory shaft and the mechanical testing of slip layer clay, the author analyzed the sliding mechanism and the stability before and after sliding of the Xintan slope, and pointed out that the slope may slide again. Rainfall water weakening the clay layer was the most important factor for the landslide.
出处
《中国地质灾害与防治学报》
CSCD
1996年第3期49-54,共6页
The Chinese Journal of Geological Hazard and Control
关键词
滑坡
滑动机理
稳定性
landslide, sliding mechanism, stability
