Mining disturbance effect and mining arrangements analysis of near-fault mining in high tectonic stress region

Dynamic disasters can be easily induced by mining disturbance in the tectonic stress concentration region near the fault. Based on the fault Coulomb failure stress criterion, a dynamic Coulomb failure stress increment model is established for quantitative assessment of mining disturbance effect. Furthermore, the disturbance effects of two possible working face arrangements near the same fault are compared by using the proposed dynamic Coulomb failure stress model and numerical method. The results show that Coulomb failure stress increment, as a comprehensive mechanical parameter, can well reflect the mining disturbance to the stress environment of fault. The disturbance effect on the fault in the case of the working face perpendicular to fault is much less than that of the working face parallel to fault, therefore the dynamic disaster risk induced by the former arrangement is much lower.     

Study on static and dynamic strength characteristics of tailings silty sand and its engineering application

Through high pressure oedometer-undrained triaxial tests and dynamic triaxial tests, researches were conducted on the static and dynamic strength characteristics of the tailings silty sand of No. 4 tailings reservoir in De-xing copper mine. The Mohr-stress circles of the tailings silty sand under all the testing confining pressure show that the single line failure envelope cannot represent the strength characteristics absolutely, the double line failure envelope can express the strength properties when confining pressures are less than 1400 kPa, and the parabolic failure envelope can reflect the strength characteristics well under all the testing confining pressures. The grading curve of the tailings silty sand indicates that the grain composition is relatively homogeneous. Thus, the tailings silty sand is susceptible to liquefy under the dynamic loading. Dynamic triaxial tests of the tailings silty sand show that the tailings silty sand in deep areas has more liquefaction resistance strengths than in shallow. The possible explanation is that the structure of the deep tailings silty sand is more stable than the shallow one. The tests also reveal that the liquefaction resistance increases with the dry density when it is in the range of 1.51-1.61. The results can be used to guide the construction and ensure the safety of No. 4 tailings dam or other high tailings dams.     

大吨位桥式起重机主梁静刚度检测方法

探索了一种基于弹性理论的桥式起重机静刚度的近似测量方法,可大幅度减轻配重工作的难度并在现场检测中得到应用。     

基于微震活动性参数的矿山灾害风险性评价

微震灾害分级是判别及处理高风险采场的关键。为了预测并防治采空区失稳导致的灾害,结合用沙坝矿引进的IMS微震监测系统,首先统计矿山尺度的微震活动性特征,将主要采场进行分区。然后分析各分区的最大潜在震级及其重现时间、微震扩散率、微震劲度比、能量频次等特征。最后结合采场微震灾害风险性分级标准对各分区风险性进行分级。结果表明,综合考虑微震事件的能量分布特征、空间分布特征、时间分布特征进行灾害风险性分级的结果更为合理。     

Dynamic numerical simulation of coal mine fire for escape capsule installation

Fire in mine laneway leads to disordered ventilation system airflow, and smoke will result in staff poisoning. In such situation, it necessitates to install a rescue capsule in the common staff area. In this paper, the software Fluent was used to simulate the airflow conditions dynamically in No. 5 belt roadway of Kongzhuang Coal Mine when fire broke out. The migration law of CO front was determined. By underground escape experiments, personnel escape velocity model in pathway was established. Based on the numerical simulation and results of field experiments, the escape capsule installation location in the passageway of No. 5 belt roadway was ascertained.     

埋地塑料排水管在市政工程中的应用及存在问题

分析了埋地塑料排水管的发展背景,介绍了当前常见埋地塑料排水管的种类、性能等特点,指出了塑料管材在市政排水工程应用中存在的问题及解决办法,预测了我国埋地塑料排水管发展趋势和前景.     

大型游艺机——过山车的安全性分析

研究基于虚拟样机技术的过山车的安全性问题,旨在解决传统设计的弊端,有效降低设计成本,提高过山车的安全性能。在ADAMS软件中建立过山车的虚拟样机模型。研究轨道圆环直径、车厢重量、制动力对过山车安全性能的影响,获得以上各参数的合理范围,使车厢连接副受力状况与加速度得到改善,制动力精确性得到提高。为探索运动类特种设备———过山车的安全保障技术提供了新途径。     

钢筋与混凝土界面的疲劳特性

钢筋与混凝土界面的脱粘是钢筋混凝土材料与结构的主要失效形式之一。针对建立的几何剪切筒模型和选取的常用实验加载方式,对3种不同损伤模型推导出循环荷载作用下钢筋与混凝土界面脱粘应力解析模型;借助描述疲劳裂纹扩展的Paris公式,进一步研究和分析了界面疲劳脱粘速率及界面疲劳裂纹扩展长度与循环加载次数的关系;同时分析了材料刚度衰减对疲劳裂纹扩展速率和扩展长度的影响。笔者对钢筋与混凝土界面的疲劳特性研究所建立的损伤模型和分析方法,为混凝土结构的安全设计及其寿命评估提供一个新思路。