伊朗卡尔赫水电站坝址松散砾岩钻探工艺

在伊朗卡尔赫水电站坝址工程勘察中，采用金刚石双管单动钻具和ＳＭ胶冲洗液进行取样钻探，用清水钻进压水试验，由于钻探工艺合理，钻探质量均达到了设计要求。     

破裂岩石的电子发射与压缩原子模型

本文根据压缩原子模型提出岩石在高压及破裂过程中产生自由电子的一种可能机制。根据这种机制可在半定量水平上较为满意地解释岩石破裂中的电子发射、光辐射和岩石的爆炸式破裂。     

岩样中包体构造的CT实验探测

CT技术图象重建方法可分为变换法和代数法两大类。本文讨论了几种代数重建法的特点,开展了地球物理CT技术在岩石实验中应用的探讨性工作。研究表明,实验数据的测量误差直接影响着反演结果,当测量误差比较大时,即使数据量很大,也难以提高反演结果的分辨。岩样的吸收、换能器与样品的耦合、岩样均匀性等因素对实验数据的测量精度都有着重要的影响。文中还针对实验条件进行了数值模拟,以检验本方案的可行性,并对当前流行的BPT、ART和SIRT算法及其组合算法的成象能力结合本实验的条件进行了性能的比较。结果表明:BPT方法计算简单,但所给出的图象偏粗糙,特别是在井间观测时水平方向的分辨率较差;ART方法收敛速度快,图象的反差大,反演结果的高频成分比较丰富,但边界异常大;SIRT方法收敛速度慢,图象的低频比较好,结构平滑,边界异常小,反演受测量误差的影响比较小。综合了ART和SIRT两种反演方法特点的ART-SIRT联合反演方法比较理想,发挥出了各自的长处。     

论三角水准测量方法

三角水准测量是近年来发展起来的一类高程测量方法,目前国外主要通过实验来研究三角水准测量取代精密水准测量的可行性。本文根据我国的具体情况,从理论上分析以三角水准测量代替三等水准测量的可行性,并通过野外试验得到了一些有益的结论。     

Waterjet-assisted rock cutting systems — the present state of the art

Summary A review of the benefits of assisting mechanical tools, notably drag bits, with moderate pressure waterjets suitably directed with respect to the bit is given. These benefits include reduced bit forces, especially the bit normal force, reduced bit wear, reduced dust make, and reduced incidence of frictional sparking. The research work that has been conducted to date to investigate this phenomenon has been empirical in nature. Experiments are described that extend the data bank of this empirical knowledge. In addition, experiments aimed at gaining a better understanding of the fundamentals of the rock fragmentation process with this hybrid cutting method are outlined.Results from the first of these experimental series are used to make recommendations as to the position of the jet with respect to the bit, the stand-off distance between the nozzle exit and the bit/rock interface, and the jet energy. In addition, preliminary findings are reported regarding the increase necessary in the jet energy when the bit velocity is increased. Results from the second test series are discussed in the context of rock fracture behaviour induced by mechanical bits acting alone. The likely influence of waterjets on these fracture processes is analysed. It is concluded that, in terms of the bit force reductions, a dominant influence of the jets when used in conjunction with sharp drag bits, is continuous removal of the rock debris that forms ahead of the advancing bit. The observed reductions in bit wear and incidence of frictional sparking are attributed to reduced heat loading of the bit during the cutting operation. Reductions in the dust make are attributed to effective wetting of the fine rock particles before they become entrained in the airstream.     

Thermal properties as controls on rock surface temperature maxima,and possible implications for rock weathering

Four rock types (basalt, sandstone, granite, and chalk) are examined with respect to the maximum surface temperatures which they experience when subjected to similar conditions of exposure. Rock temperature measurements are reported for an urban environment and for two experimental situations in which an infrared lamp is used to simulate heating under cold and hot conditions. Differences in rock temperatures are discussed with reference to thermal rock properties (albedo, specific heat capacity, and thermal conductivity). Some natural situations are suggested in which thermal rock properties could conceivably play a role in determining the extent to which rocks would be affected by particular weathering processes.     

Use of rock classification to estimate roof caving span in oblong workings

Summary Indian coal measures have widely varying caving characteristics. The maximum roof span of a longwall or depillaring panel at the time of nether roof collapse is shown to have a direct relation withRQD from a study of 12 case histories. A similar relation between maximum unsupported span of openings and rock mass quality as defined by theQ-system was also demonstrated. A simple nomogram is presented to predict the face advance required to cause roof collapse when theRQD or rock mass quality is known.     

Eolian processes in alpine belts of the high Tatra mountains,Poland

Eolian processes were the subject of detailed studies in the high-mountain area of the Tatra Mts. The field investigations in 1975–80 attempted to determine the amount of deflation and eolian deposition and to improve understanding of their mechanism. The net rates of these processes were determined from repeated survey of deflational forms and of eolian deposits. Observations of the mechanism of material displacement were based on field experiments carried out during strong winds. All the investigations were conducted using simple methods and traps. Relationships between the course and intensity of processes and wind conditions and soil properties were obtained.     

Roof bolting in underground mining: a state-of-the-art review

Conclusions With continuing investigations and developments, roof bolting today can in most cases successfully reinforce the mine roof in underground mining. In order to cope with the increasing use of roof bolts, efforts should be made to maximize the safety and minimize the cost. With regard to mechanical bolting, two important parameters need more advanced improvements and study, namely, optimum design of the shape and type of expansion shell and optimum bolt tension for a specific bolt pattern. For the fully grouted resin bolt, the most critical requirement is to develop a fast-setting, low-cost, intoxic, inflammable grouting material that can be used in the high speed mining cycle. It should be noted that geological conditions such as the strata type, rock properties,in situ stress, and planes of weakness play an important role in the successful application of any roof bolting system. These factors should be specified as accurately and quantitatively as possible in the design of any roof bolting system. Finally, proper and careful installation and continuous monitoring are imperative for the success of any roof bolting system.