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TEST APPARATUS AND METHOD FOR KEY ROOF BLOCK COLLAPSE IN BIDIRECTIONAL STATIC-DYNAMIC LOADING

机译:双向静载荷双向荷载作用下屋面块体倒塌的试验装置及方法

摘要

A test apparatus and method for key roof block collapse in bidirectional static-dynamic loading. The apparatus comprises: an integrated framework, a horizontal pressure loading system, a vertical pressure loading system, a horizontal pendulum impact disturbance system, a vertical drop hammer impact disturbance system, an incident wave monitoring system, and a response measurement monitoring system. The test method comprises: in a first working condition, an integrated tunnel model test sample performs a bidirectional static-dynamic loading disturbance test to explore the initial stress state of a wall rock around a tunnel and the initial stress condition of a key block rock, and observe the law of crack extension, the formation process of a key block, and the overall phenomenon of key block instability during the disturbance process; in a second working condition, a key block model test sample performs a bidirectional static-dynamic loading disturbance instability test, and abstracts, on the basis of the result in the first working condition, the key block and wall rocks on both sides to more accurately explore the law of crack extension caused by stress waves, critical conditions of the instability sliding of the key block, and the mechanism of action of the instability caused by disturbance.
机译:在双向静动态载荷下用于关键屋顶块倒塌的测试设备和方法。该装置包括:集成框架,水平压力加载系统,垂直压力加载系统,水平摆冲击干扰系统,垂直落锤冲击干扰系统,入射波监视系统和响应测量监视系统。该测试方法包括:在第一工作状态下,综合隧道模型测试样本执行双向静态-动态载荷扰动测试,以探索隧道周围围岩的初始应力状态和关键块岩的初始应力条件,观察裂纹扩展规律,关键块的形成过程以及扰动过程中关键块不稳定性的整体现象;在第二工作条件下,关键块模型测试样本执行双向静动态载荷扰动不稳定性测试,并根据第一工作条件下的结果抽象出关键块和两侧的围岩,以更准确探索应力波引起的裂纹扩展规律,关键块失稳滑动的临界条件以及扰动引起失稳的作用机理。

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