考虑预应力的锚杆支护结构的稳定性计算

王邓峮; 朱彦鹏

考虑预应力的锚杆支护结构的稳定性计算 English Version

王邓峮¹,
朱彦鹏^1,2

(1. 兰州理工大学甘肃省土木工程防灾减灾重点实验室，甘肃兰州 730050；2. 西部土木工程防灾减灾教育部工程研究中心，甘肃兰州 730050)

详细信息

作者简介:
王邓峮(1986– )，男，安徽六安人，兰州理工大学博士，从事支挡结构研究与设计工作。

中图分类号: TU476.4
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出版历程
- 收稿日期: 2012-11-12
- 发布日期: 2012-11-12

Calculation of stability of anchor support considering prestress

WANG Deng-qun¹,
ZHU Yan-peng^1,2

(1. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology Lanzhou 730050 China; 2.Northwest Center for Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou 730050 China)

摘要

摘要: 对于锚杆支护结构的稳定性计算，在考虑预应力对稳定性的影响时，尚没有有效的方法，尤其是采用圆弧滑移面计算支护结构的稳定性时，都是将锚杆当作土钉，采用规范中计算土钉墙的方法计算安全系数。将预应力作为集中力考虑，给出计算预应力锚杆支护结构安全系数的简化方法，并通过有限元分析软件验证该算法的可行性。
- 预应力 /
- 锚杆 /
- 安全系数
Abstract: There are no effective ways to calculate the stability of prestressed anchor support considering the effect of prestress. Usually, the anchor is treated as a soil nail, and the safety factor is calculated by the same method of calculating soil nailing provided in standards. A simplified method is provided for calculating the safety factor of prestressed anchor support by treating the prestress as a concentrated force. Its feasibility is verified by finite element software.
- prestress /
- anchor /
- safety factor

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参考文献(6)

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