摘要
为研究砂岩在受力条件下的破坏过程,对砂岩进行了单轴多级加载试验。通过在岩石表面粘贴光纤传感光缆方式获得岩石加载过程中的应变参数,并结合应变量变化特征对砂岩岩芯进行了破裂过程试验研究。结果表明:加载初期,岩石破坏变化不明显,光纤无明显受力变化;随着加载压力的增大,岩石表面裂缝发育,对应的光纤应变量增大。单轴加载试验在一定程度上可以反映出岩石破裂过程中不同位置的受力变化,根据这一特点可对地下岩体稳定性的监测预警提供指导。
In order to study the failure process of sandstone under the stress condition,the single-axis multi-stage loading test was carried out on the sandstone.The strain parameters during the loading process were obtained by pasting the optical fiber sensor cable on the rock surface,and the fracture process test was conducted on the sandstone core by combining the variation characteristics of strain variables.The results show that the rock failure changes are not obvious at the initial stage of loading,and the fiber has no obvious force change.With the increase of loading pressure,the rock surface cracks develop and the corresponding fiber strain increases.The uniaxial loading test can reflect the change of the force at different positions during the rock rupture to a certain extent.According to this feature,it can provide reference and ideas for the monitoring and judgment of the stability of some underground rock masses.
作者
金永黎
韩必武
欧元超
Jin Yongli;Han Biwu;Ou Yuanchao(School of Earth and Environment ,Anhui University of Science and Technology,Huainan ,Anhui232001,China;Huainan Mining Group,Huainan,Anhui 232001,China)
出处
《绿色科技》
2018年第22期173-175,180,共4页
Journal of Green Science and Technology
关键词
分布式光纤
单轴加载
砂岩
破裂过程
distributed fiber
uniaxial loading
sandstone
fracture process