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Research on plane strain model test of rockburst of underground cavern in hard brittle rockmass

机译:硬脆性岩石中地下洞穴摇滚岩的平面应变模型试验研究

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In order to study the failure process and mechanism of rockburst of underground cavern, the physical model materials of hard brittle rock which is gotten though similar material test and have the tendency of rockburst are prepared for making cavern physical models of 1000mm*1000 mm*1000mm and Φ 150mm. Then plane strain physical model test is carried out on the machine for large-scale physical model test in geotechnical engineering. The results show that the state of rock switches from the elastic to the plastic on the condition that horizontal and vertical load of the model is equal and increase synchronously. The failures of hard brittle rock burst in surrounding rock are mainly in the initial crack of rock. The phenomenon of separation by layer appears around the cave walls. Damage occurs in very short time and extremely narrow loading range and is sudden with chippings popping or fragments falling. After failure rock stress readjusts and keeps relatively stable in a relatively long time and loading range.
机译:为了研究地下洞室摇滚岩的故障过程和机制,虽然类似的材料试验,所产生的硬脆性岩石的物理模型材料,并制备了洞穴的洞穴物理型号1000mm * 1000 mm * 1000mm和φ150mm。然后在岩土工程中对机器进行平面应变物理模型试验在机器上进行大规模物理模型试验。结果表明,岩石的状态从弹性到塑料的条件,模型的水平和垂直载荷的条件相等且同步增加。周围岩石中硬脆岩爆裂的故障主要是岩石的初始裂缝。通过层分离的现象出现在洞穴壁周围。在非常短的时间和极窄的装载范围内发生损坏,并且突然有碎屑或碎片落下。在失败岩石应力重新调整后,在相对较长的时间和加载范围内保持相对稳定。

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