在不同负载率下对软泥泥石的机械特性进行实验研究
Junpeng Zou1, Gang Li2, Zibo Li3
1Collage of Mining, Liaoning Technical University, Fuxin, 123000, China.
Scientific reports
|July 4, 2024
概括
增加的加载速度强化了软泥石,减少了变形和改变了故障模式. 这项研究提供了对煤矿道路地板起重控制的见解.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 采矿工程 采矿工程 采矿工程
背景情况:
- 在薄弱水泥化的泥石道路上,地板悬浮是中国西部煤炭开采地区的重大安全和效率问题.
- 不同的采矿速度引发波动的支应力,加剧地板升高问题.
研究的目的:
- 为了研究在不同的负载率下,软泥泥石的机械性能.
- 了解负载率对强度,变形,损坏和故障特征的影响.
- 为了提供一个理论基础,以减轻深道道路的地板升起.
主要方法:
- 在软泥泥石样本上进行了单轴机械测试.
- 使用声辐射监测与机械测试同时进行.
- 在各种负载速度下测试的标本:0.005,0.01,0.05,0.1mm/s.
主要成果:
- 峰值强度和弹性模量随着负载率显著增加;峰值轴应变和辐射变形减少.
- 在膨胀应变和加载速率之间观察到一种电力规律关系.
- 随着加载率的增加,声学发射活动和损害变量增加.
- 故障模式从渐进式转变为突然式,从剪切转变为拉伸式剪切复合式故障.
结论:
- 负载率显著影响软泥石的机械行为和故障机制.
- 这些发现为了解和控制深层煤矿道路中的地板升起提供了理论基础.
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