高应力软岩的工程地质特征及变形力学机制

高应力软岩系指仅在高压力状态下才发生显著塑性变形的一类特殊岩石，本文首先对高压力软岩的概念进行了探讨，并对煤矿高应力软岩刊进行了分类，从物质组成，赋存环境，物理化学性质，水理性质，力学强度，软化灾变点等方面阐述了高应力软岩的工程地质特征，并对其变形力学机制进行了归纳和总结。     

CONFINING PRESSURE EFFECT ON ACOUSTIC EMISSIONS IN ROCK FAILURE

Based on the phenomenon that acoustic emissions (AE) generated by rock massincreas uddenly because of underground excavation, time sequence of AE rate in rock failurehas been discussed by using statistical damage theory. It has been demonstrated that how theinfluence of confining pressure on the deformation behavior and AE characteristics in rocks can beinferred from a simple mechanics model. The results show that loading confining pressure sharplybrings out increasing of AE. On the other hand, few AE emits when confining pressure is loadedsharply, and AE occurs again when axial pressure keeps on increasing. These results have beenwell simulated with computer and show close correspondence with directly measured curves“ inexperiments.     

利用声波测井计算岩石的力学参数

介绍了岩石力学参数的测量方法及岩石动、静弹性参数相关关系，最后用实际声波测井资料来分析计算岩石的力学参数。     

矿体的可崩性评价方法及实践

矿体可崩性是自然崩落法可行性研究中首先要确定的问题，本文着重阐述了矿体可崩性的评价方法及在铜矿峪矿的实践，并对地质及岩石力学参数对该矿5号矿体崩落特性的影响进行了探讨。     

用声发射监测与预测边坡变形可行性研究

本文介绍了用声发射（ＡＥ）技术进行边坡变形破坏监测和滑坡预测的关键技术的基础研究结果。结果表明，用ＡＥ技术进行边坡变形破坏监测和滑坡预测技术可行。在此基础上，提出了实施预测的构想。     

生产矿井不协调褶皱、挠曲构造特征及预测

对阳泉新景矿不协调褶皱、挠曲的空间分布规律进行了研究,得出:挠曲构造呈NE—NNE向斜列,在下部煤组密集、上部煤组少且为断层所代替,纵向上延伸不太远。这种结果是由软硬相间的岩层组合在构造应力作用下形成的。利用褶曲、挠曲的分布特点预测其在上下煤组中出现的可能性,可以大大节约时间和经费,提高生产效率。     

Study on strata control by delay grouting in soft rock roadway

The properties of broken rock before and after grouting reinforcement are studied.Testing results show that grouting can raise the residual strength of broken rock, and the bro-ken rockness by grouting can keep the steady supporting capacity within a relatively large de-formation range. Revealing of the characteristics of stage deformation and damage process comes to the conclusion that the supporting of soft rock roadway should be analyzed in a dy-namic view, and the grouting should be delayed at a proper occasion. Based on the above,the stepwise reinforcement technology characterized by immediate shotcreting, timely bolting and delay grouting is put forward and illustrated with a successful engineering practice.     

《采矿工程设计手册》有关力学计算的几处质疑

论文对《采矿工程设计手册》中有关几处力学计算提出质疑,如弯矩图的方向问题、水闸门的计算问题以及混凝土强度指标等问题.这些问题正确与否将影响工程的设计质量、工程质量、安全生产与经济效益,应引起人们重视.     

岩石巷道中孔爆破技术的应用

对岩巷进尺应用中孔爆破,可提高单循环,减少辅助作业时间;可充分利用设备潜能,提高劳动生产率;可大量节省爆破器材和钎具消耗,从而加快巷道掘进速度和获得较大的经济效益。     

节理裂隙统计方法研究

本文介绍了使用计算方法对节理数据进行分组和统计,给出判别节理归属的判别式,编制计算机程序完成全部节理分组和统计计算的方法,以及工程应用实例。