摘要：Many problems in rock engineering are limited by our imperfect knowledge of the material properties and failure mechanics of rock masses. Mining problems are somewhat unique, however, in that plenty of real world experience is generally available and can be turned into valuable experimental *** pillar that is developed, or stope that is mined, represents a full-scale test of a rock mechanics design. By harvesting these data, and then using the appropriate statistical techniques to interpret them,mining engineers have developed powerful design techniques that are widely used around the *** empirical methods are readily accepted because they are simple, transparent, practical, and firmly tethered to reality. The author has been intimately associated with empirical design for his entire career, but his previous publications have described the application of individual techniques to specific problems. The focus of this paper is the process used to develop a successful empirical method. A sixstage process is described: identification of the problem, and of the end users of the final product; development of a conceptual rock mechanics model, and identification of the key parameters in that model;identification of measures for each of the key parameters, and the development of new measures(such as rating scales) where necessary; data sources and data collection; statistical analysis; and packaging of the final product. Each of these stages has its own potential rewards and pitfalls, which will be illustrated by incidents from the author's own experience. The ultimate goal of this paper is to provide a new and deeper appreciation for empirical techniques, as well as some guidelines and opportunities for future developers.

摘要：本文介绍了金川有色金属公司岩石力学工作及其与国内外有关单位共同合作的研究和实践成果.工作方法和具体经验并提出了今后工作方向。

摘要：对于某些较为重要的工程,岩体质量分级有可能被列为专门性研究工作,并采取多种方法分级,最后综合出分级比较表。在分级过程中,每一种分级方法都需要进行大量的数据重复性处理,纯手工计算费时费力,有必要设计一个程序来处理这种重复性工作。

摘要：在桑园电站工程中应用工程地质系统分析方法,将各种地质因素相互联系起来,综合工程地质环境、水工建筑物的要求及施工处理措施,对坝基弱风化工部岩体的可利用性,断层破碎带稳定性,隧洞围岩稳定性和支护处理进行了初步的研究。

摘要：随着国民经济建设的发展,水利水电、矿山、铁道、交通、石油、地矿、国防、工业与民用建筑等各种类型、不同用途的岩体工程日益增多,规模越来越大。为了优化工程设计、保证工程安全、研究工程岩体的特性,有必要对岩石和岩体的变形、强度、应力等特性进行试验。目前国内水利水电。

摘要：地下工程开挖以前，必须了解原岩应力，为岩体工程设计提供科学的理论依据，选择正确的硐室位置，以最大限度地提高成形硐室的稳定性，对工程设计具有十分重要的意义。

摘要：本文提出的坝基岩体质量分级定义是,坝基岩体质量分级应从工程的实际要求出发、对坝基范围内的岩体依其对工程的适宜程度进行分级,赋于它必不可少的计算参数,以便于工程的设计,保证工程的安全、经济、合理. 文中依上述定义对岩体的工程地质分类、岩体风化程度分带同坝基岩体质量分级之间关系进行了探讨。文中还从坝基岩体与坝体系统的整体性原则讨论了坝基岩体的结构与功能,建立了坝基岩体质量的功能—因素模型,提出了坝基岩体质量分级工作程序框图,并阐述了确定坝基岩体利用标准的原则和坝基岩体质量分级方法。

摘要：植被护坡是利用植被涵水固土的原理稳定岩土边坡同时美化生态环境的技术,是涉及岩体工程、恢复生态学、植物学、土壤肥料学等多学科于一体的综合工程技术,其防护设计合理与否直接关系到工程的控制效果与成败。植物根系的锚固作用,体现在其提供的抗滑力上。

摘要：本文从锚固基本原则出发,简介如何运用赤平极射投影、块体理论和岩体力学方法寻求可供边坡、危岩锚固工程设计使用的确定锚杆最优锚固方向和最小锚固力的简易方法,并结合某一高陡岩质边坡锚固工程对该法做了验证分析.