摘要
通过对福建闽侯某小区滑坡的地质调绘、探井及钻孔勘察等综合方法应用,结合深部位移监测,充分论证了滑面的位置,分析研究滑坡的基本特征及影响因素。研究表明,该滑坡是推移式土质滑坡,破坏模式为蠕滑-拉裂-弯曲型式,结合小区建设实际,提出切合实际且有效的锚索抗滑桩的治理方案。
The slip surface is proved efficiently by the complicate methods including geological survey 、inspection well and bore with deep displacement monitoring,and the basic charcteristics and influence factors is analysised.The failure model creep-slope-tense-buckling is presumptived on the soil-thrusting landslide.According to the district enviorment,the control project is applied suitly and effectively with prestressed anchor pile.
出处
《中国地质灾害与防治学报》
CSCD
2012年第1期28-32,60,共6页
The Chinese Journal of Geological Hazard and Control
关键词
探井
深部位移
滑面
蠕滑-拉裂-弯曲
锚索抗滑桩
inspection well
deep displacement
slip surface
creep-slope-tense-buckling
anchor pile
