预应力锚杆-土钉复合支护作用机理及稳定性分析  

The Mechanism and Stability Analysis of the Prestressed Anchor Compound Soil Nailing

作　　者：耿立立[1] 李晶晶[1] 张蕊蕊[1] 

机构地区：[1]河北工程大学土木工程学院,河北邯郸056038

出　　处：《中国西部科技》2011年第25期26-27,13,共3页Science and Technology of West China

摘　　要：本文研究了预应力锚杆-土钉复合支护的作用机理,分析了支护结构的稳定性,对复合土钉支护理论的进一步研究具有借鉴意义。The mechanism of the prestressed anchor compound soil nailing was introduced and the stability of the supporting structure was analyzed in this paper.The results can contribute to the further study of the theory of the compound soil nailing.

关 键 词：复合土钉支护 作用机理 稳定性 

分 类 号：TU473.2[建筑科学—结构工程]