摘要
抗滑桩是滑坡整治工程设计中的主要技术措施之一,本文通过对抗滑桩的力学性质和受力状态进行客观分析和评价,提出两种新型抗滑桩结构及其实践应用的可行性,即变截面抗滑桩和推力传递抗滑桩,特别是,推力传递抗滑桩技术,可以节省钢材80%以上,从而大大地降低了抗滑工程造价,并且,从根本上改变了传统的抗滑桩的力学性质和桩身受力状态,值得深入研究、推广和应用。
Anti-slide pile is one of main technical methods in the designing of controlling project for landslides practice and experience in more than 30 years made clear that anti-slide pile had been applied and developed wildly. In the present paper. authors presented two new kinds of anti-slide Pile structures (altersection piles and transmitting piles) and their possibility of application by analysing and evaluating mechanical character of anti-slide pile,especially, transmitting Pile can save more than 80 percent of steel and change thoroughly the mechanical character of anti-slide pile as well as the stress state of pile body. So, this kind of pile is worth researching and appling improvely.
出处
《中国地质灾害与防治学报》
CSCD
1996年第1期34-38,共5页
The Chinese Journal of Geological Hazard and Control
关键词
抗滑桩
力学分析
结构力学
铁路
滑坡
治理
anti-slide pile, mechanicel analysis. altersection pile, transmitting pile