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61.
Uniaxial compression and tension tests of anthracite and loading rate dependence of peak strength 总被引:2,自引:0,他引:2
The mechanical characteristics of coal under uniaxial compressive stress and uniaxial tensile stress are key factors in investigations of the stability of galleries and coal faces, and are vital considerations for the efficient design of coalmines, disaster prevention, and environmental preservation. These mechanical characteristics have long been a topic of research, but remain insufficiently understood. In this study we performed uniaxial compression tests and uniaxial tension tests on coal, with particular attention to two concerns. The first was to measure the loading rate dependence of the peak strength of coal. Coal shows high sample-to-sample scatter in strength; test methods that are successful in comparatively homogeneous rock types cannot be used for coal. We therefore used an alternative test method that was recently developed by the authors. Anthracite samples were subjected to alternating slow and fast strain rates. Measured variations in stress during this process were used to estimate the loading rate dependence of peak strength. The second objective was to obtain complete stress–strain curves for coal under uniaxial tensile stress. It is difficult to hold samples secure during a tensile test; consequently, such curves have yet to be obtained. This study presents a successful application of the authors' method to the analysis of coal samples, yielding a complete stress–strain curve under tensile stress. The two methods presented here hold promise for application not only to anthracite but also to a wide variety of coals. It is possible to derive the values of the constants used in constitutive equations from the obtained experimental results. Once these equations are determined, they can be incorporated into finite-element software to investigate various time-dependent behaviors of coal and aid in the efficient design of coalmines and the prevention of subsidence and mine disasters. 相似文献
62.
M. Hamami 《Geotechnical and Geological Engineering》2006,24(5):1271-1292
The work presented in this paper comes as part of a research program dealing with the thermomechanical behaviour of rock salt.
It aims to study laboratory and in-situ long-term behaviour by means of creep tests with deviator and temperature changes. The laboratory results, using a triaxial
multi-stages creep tests, highlighted the strain hardening character of rock salt. Furthermore, the in-situ results, using a borehole dilatometer multi-step creep test, have shown that the drilling is carried out in a weakly stressed
pillar. The interpretation of the laboratory results, using the J.LEMAITRE law, did not indicate full agreement with all the
test results. As a result a ‘double’ J.LEMAITRE model, which takes into account a double strain hardening variable, has been
put forward. The validation of this model on the laboratory creep tests is very satisfactory. Furthermore, the activation
energy seems satisfactory to represent the influence of the temperature. The in-situ behaviour modelling is clearly more complex than the modelization based on laboratory tests. In fact, it seems that if the
rock salt behaviour is maintained by J.LEMAITRE law, it is necessary to vary with the stress, at least, one of the parameters
assumed constant in the basic law. 相似文献
63.
64.
Re-evaluation of focal depths and source mechanisms of selected earthquakes in the Afar depression 总被引:1,自引:0,他引:1
We present a stepwise inversion procedure to assess the focal depth and model earthquake source complexity of seven moderate-sized earthquakes (6.2 > M w > 5.1) that occurred in the Afar depression and the surrounding region. The Afar depression is a region of highly extended and intruded lithosphere, and zones of incipient seafloor spreading. A time-domain inversion of full moment tensor was performed to model direct P and SH waves of teleseismic data. Waveform inversion of the selected events estimated focal depths in the range of 17–22 km, deeper than previously published results. This suggests that the brittle–ductile transition zone beneath parts of the Afar depression extends more than 22 km. The effect of near-source velocity structure on the moment tensor elements was also investigated and was found to respond little to the models considered. Synthetic tests indicate that the size of the estimated, non-physical, non-isotropic source component is rather sensitive to incorrect depth estimation. The dominant double couple part of the moment tensor solutions for most of the events indicates that their occurrence is mainly due to shearing. Parameters associated with source directivity (rupture velocity and azimuth) were also investigated. Re-evaluation of the analysed events shows predominantly normal faulting consistent with the relative plate motions in the region. 相似文献
65.
在分析戈壁沙漠地区地球物理特征的基础上,针对性的提出了解决煤田地质构造问题的方法,包括三维地震野外施工方法的选取、施工因素的选择、资料处理手段;并以获得的实际地质成果证实三维地震在解决复杂地质构造问题的可行性。 相似文献
66.
鄂尔多斯盆地北部底河道砂岩型铀矿地质特征 总被引:3,自引:0,他引:3
鄂尔多斯盆地北部直罗组中的铀矿,是典型的产于河道中的砂岩铀矿,该矿床发育较好的卷状矿体。通过对该铀矿地质特征的研究,认识到发育卷状矿体的底河道砂岩型铀矿必须具备两大条件:其一是成矿砂体条件,即砂体要有较好的成层性、连通性和渗透性;其二是地层结构条件,即砂体必须存在较好的上、下隔水岩层。就砂体而言,河流相辫状沉积砂体是形成卷状矿体的主要砂体,并且以具有从辫状河向曲流河完整演化的辫状沉积砂体较好。砂体的上、下隔水岩层则有多种表现形式:下隔水层可由不透水的基岩或湖相沉积泥岩等构成;上隔水层由不透水的湖相泥岩、曲流沉积地层或岩浆岩等构成。在层间氧化作用过程上,存在纵横两个方向的氧化,即存在与河道方向一致的纵向氧化和与河道垂直的横向氧化,两种氧化作用成矿常叠加形成复杂的矿体类型;在矿化赋存的部位上,铀砂体通常发育在基底之上或不同建造之间;在古气候演变上,成矿作用发生在干旱气候条件下,或由潮湿向干旱的气候转变阶段。 相似文献
67.
地震属性分析中水平切片的应用 总被引:6,自引:0,他引:6
利用地震数据体中含有的丰富地质信息,可以有效地进行储层预测。层拉平水平切片地层学解释方法是先将地震剖面目的层段做层拉平处理,然后对切片顺地层层面追踪,勾绘出各种地层现象,并以地层学的观点加以解释。该方法在吉林探区扶新南部地区的应用中,对于识别河道的展布趋势取得了较好的效果,而且发现了多期叠置的扇型沉积体。另外,还可指导反演数据体的解释,做到对岩性体从定性到定量的描述。 相似文献
68.
69.
70.
尼雄岩体分布于西藏自治区措勤县木质顶、尼雄、沙松、日阿一带,出露面积180.14km^2,由4个深成岩体组成,平面形态呈不规则椭圆形、圆形串珠状分布,岩石类型有苏长岩、花岗闪长岩、二长花岗岩、花岗岩。根据野外地质调查资料和室内的岩石学、岩石化学等特征的综合研究成果,发现该岩体各单元之间呈脉动式侵入接触,接触界线清晰,且含有较多暗色闪长质微粒包体;稀土总量较低,K、Rb、Ba、Th元素相对富集,Cr、Ti、Nb、Sr、Zr、P元素相对亏损。研究显示尼雄岩体形成于活动陆缘火山弧,构造环境,与雅鲁藏布江大洋板块向北俯冲消减作用有关,为大陆弧花岗岩。 相似文献