摘要
对需要治理防止整体失稳的深厚滑坡,采用传统的抗滑桩施工困难,工程费用高。笔者介绍了一种治理这一类滑坡的方法即变阶群桩法,说明了这种方法的设计思路,用实例介绍了该方法的原理。在滑坡治理中,这种设计思路比较新颖,对其它类似工程有借鉴和参考作用。
For deep-wide landslide,in order to prevent its whole instability,we find that it is difficult to construct and its engineering ex- pense is higher when use traditional slide-resistant piles.In this paper,a new designing method,namely altering-exponent group piles method,is put forward to cure this kind of landslide,meanwhile,we illustrate its principle by an instance.It has valuable reference to other similar projects.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第S1期172-174,共3页
Rock and Soil Mechanics
关键词
变阶群桩
滑坡
稳定性
设计
stepped group of piles
landslide
stability
design
