摘要
本文根据加筋土能显著提高地基承载力的原理以及锚固技术理论提出了一种治理中等规模滑坡的新型抗滑体系——预应力加筋土锚垫。这种新型抗滑体系可直接给滑动面（或软弱结构面）施加法向力以提高滑动面的阻滑能力，从而达到平衡下滑力的作用。预应力加筋土锚垫具有造价低。
This paper presents a new system, prestressed reinfolced soilcushion for anchoring, which is used to resist the sliding upon the principle of the reinforced soil and the anchorage theory. The new system that differs from the conventionalities exerts a normal force on the slip surface directly to increase the resisting force against the driving force. The system possesses characteristics of low cost and locks up the sliding block step by step.
出处
《中国地质灾害与防治学报》
CSCD
1998年第1期28-31,共4页
The Chinese Journal of Geological Hazard and Control
