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论文类型：会议论文

发表时间：2011-07-29

收录刊物：EI、CPCI-S、Scopus

卷号：255-260

页面范围：345-+

关键字：compression anchor; effective anchorage length; critical anchorage length

摘要：This paper proposes a new model to calculate anchorage length for the compression anchor. Then the analytic solutions for the effective length and the critical length are derived according to the model. The analysis to the solutions show that the larger the rock mass's elastic modulus, cohesion and internal friction angle, the smaller the anchorage length. Besides, the larger the load, the greater the anchorage length. However, the Poisson's ratio of rock mass nearly has no influence on the anchorage length. It is most important that the two calculation length show great agreement will present codes or specification.