ANALYSIS ON INCREMENTAL COHESION OF SURROUNDING ROCK DUE TO PRESTRESSED CABLE ANCHOR
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要

A new method for determining the incremental cohesion △Cm of surrounding rock due to prestressed cable anchor is presented, and the formulas for △Cm are deduced and △Cm distributions also are discussed, based on the two anchorage effects, one is the effect with the prestressed vaIue △σ3 of cable anchor improving the stress state of surrounding rock and increasing the surrounding rock strength, the other is the fully encapsulated effect. The determined incremental cohesion △Cm is subiected to the model test and field measurement in the references, and coincides well with those tested results. The formulas for △Cm can be used in designing supoport parameters and related numerical analyses of prestressed cable anchor.
引文
1郭映龙,夏万仁.原状岩样锚固抗剪效应试验研究.中国岩土锚固工程协会主编.岩土工程中的锚固技术北京:地震出版社, 1992.47~53
    2 Yan Moming. Anchorage effects of prestresstred cable anchor and its application in engineering. Proceedings of theInternational Mining Tech 95 Spoposium, Beijing.1995. 448-453
    3 Xia Jianzhong.Anchoring effect analysis of tensioned bolts.J of Coal Science& Eng(CHINA).1997,3(1):1~4
    4邹志晖,汪志林.钱杆在不同岩体中的工作机理.岩土工程学报,1993,15(6):71~79
    5朱浮声,郑雨天.全长粘结式锚杆的加固作用分析岩土工程学报,1996,15(3):333~337
    6陈仲颐,周景星,王洪瑾.土力学.北京.清华大学出版社,1994.70~73
    7朱维申,刘泉声.不同锚固方式效果研讨及工程模型试验研究中国岩土锚固工程协会主编.岩土工程中的锚固技术.北京:地震出版社, 1992. 15~19

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心