共查询到20条相似文献，搜索用时 15 毫秒
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Zhao Yanchao 《地球科学》1990,(1)
本文根据生油岩的矿物组成、有机质的分布形式及泥岩的基本压实特征,建立了生油岩的测井响应方程,并用实际资料分析了生油岩在测井曲线上的特征。据此,我们采用图版法、I_x指数法和多元回归法、利用泥质砂岩的韦-史方程,提出了重迭、双孔隙度法对生油岩进行了评价,同时,提出了用碳/氧比测井计算有机碳的公式,并对双检2井取心井段的生油岩做了试算,结果令人满意。 相似文献
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金矿床矿源岩分析的新思路 总被引：1，自引：0，他引：1
在分析限定矿源岩含义的内外在因素的基础上,结合桂西北地区具体地质条件和资料,提出了一些研究矿源岩的新方法:岩石孔渗性及微裂隙研究法、成矿元素及其相关元素增亏检验法、成矿温度与地热场温对比分析法等。新的研究结果否定了桂西北地区微细粒浸染型金矿的矿源来自围岩(中三叠统)的认识。 相似文献
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泥页岩组构意指构成泥页岩的成分单位（分散颗粒、矿物晶体和胶结物等）的空间定向性。首先详细地论述了利用Ｘ射线衍射仪进行泥页岩组构分析的基本原理和实验方法，而后为便于定量地描述泥页岩的组构特征，引入了“定向度”概念并据此把泥页岩组构分成５种类型，进而详细地论述了实际样品分析中的定向度计算方法以及渤海湾盆地黄骅坳陷（大港油田）部分泥页岩样品的计算实例 相似文献
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地下水封石油洞库施工期围岩完整性参数敏感性分析 总被引：2，自引：0，他引：2
地下水封石油洞库是利用饱水岩体密封性进行石油储存的方式,保持围岩完整性对地下水封石油洞库建造具有至关重要的作用。以我国首个在建的大型不衬砌地下水封石油储备库建设项目为背景,运用弹塑性理论,在室内岩石三轴试验基础上,研究了花岗岩地层大型不衬砌地下水封石油洞库围岩完整性参数的敏感性。研究表明：采用剪胀起始点作为岩体屈服点,可进行围岩完整性分析;洞库围岩松动范围和程度对摩擦角的敏感性大于对剪胀角的敏感性;洞室中墙应力分布变化对摩擦角的敏感性大于对剪胀角的敏感性;拱顶沉降对摩擦角的敏感性要大于对剪胀角的敏感性,水平收敛对摩擦角和剪胀角均具有较强的敏感性。研究成果对地下石油洞库围岩完整性评价以及水封系统设计提供了重要依据 相似文献
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新疆西昆仑库地复理石源区性质及构造背景分析 总被引：3，自引：3，他引：3
出露于库地北一些克沟中的复理石作为西昆仑库地蛇绿岩的基本组成单元之一，其本身具有重要的大地构造位置，但长期以来，有关其形成的构造环境分析却尚属空间。笔者等在对该套复理石沉积序列详细分析的基础上，本文从沉积大地构造学的角度，利用岩石矿物，主量元素，微量元素及稀土元素等地球化学数据对其母源区性质及构造背景进行了一系列分析判别，确定其形成的构造环境为大洋岛弧的弧前盆地。 相似文献
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董兆祥 《吉林大学学报(地球科学版)》1987,(1)
针对风化岩体仍无理想的定量分带方法这一研究现状与工程建筑需要的矛盾,提出了对能够检测工程环境岩体风化程度的各种物理力学、矿物学和声学指标进行方差分析和特殊的“动态方差分析”方法,可对岩体风化带的划分进行定量评价,达到某一试验结果下的最佳分带效果。还结合应用实例讨论了不同地质条件下分带计算过程的相应变化和应用效果。最后指出,工程岩体分类亦可借鉴本文的研究方法。 相似文献
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《Computers and Geotechnics》1986,2(5):261-274
Basing on the principle of the Boundary Element Method, the authors of this paper present two computational methods for the analysis of ground stress field of rock masses, namely, the Boundary Element Regression Method and the Boundary Direct Integral Method. If the stress values of certain points in the rock masses have been known, we can find the solution of the entire ground stress field using either of these two methods. In this paper, these two methods have been used in conducting practical engineering computations. A critical comparison is made of the results obtained using these two methods with those of Finite Element Regression Method and Photoelastic Model Experiment, and the results are all in agreement. This shows that the above two methods are both feasible for implementation and easy for operation. 相似文献
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Preventing roof collapse in underground cavities is a challenge to geotechnical engineering. In this study, three independent methods have been used to evaluate the roof collapse of underground rectangular cavities for a range of geometries and rock properties. The rock mass strength has been described by the Hoek–Brown failure criterion. The results of the analysis allow for prediction of roof collapse and to determine whether the failure surface that develops in the rock mass remains localised or extends through the full depth of cover. This is of significance if there are overlying cavities and when estimating surface subsidence. 相似文献
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Yao Yao 《Rock Mechanics and Rock Engineering》2012,45(3):375-387
Hydraulic fracturing technology is being widely used within the oil and gas industry for both waste injection and unconventional
gas production wells. It is essential to predict the behavior of hydraulic fractures accurately based on understanding the
fundamental mechanism(s). The prevailing approach for hydraulic fracture modeling continues to rely on computational methods
based on Linear Elastic Fracture Mechanics (LEFM). Generally, these methods give reasonable predictions for hard rock hydraulic
fracture processes, but still have inherent limitations, especially when fluid injection is performed in soft rock/sand or
other non-conventional formations. These methods typically give very conservative predictions on fracture geometry and inaccurate
estimation of required fracture pressure. One of the reasons the LEFM-based methods fail to give accurate predictions for
these materials is that the fracture process zone ahead of the crack tip and softening effect should not be neglected in ductile
rock fracture analysis. A 3D pore pressure cohesive zone model has been developed and applied to predict hydraulic fracturing
under fluid injection. The cohesive zone method is a numerical tool developed to model crack initiation and growth in quasi-brittle
materials considering the material softening effect. The pore pressure cohesive zone model has been applied to investigate
the hydraulic fracture with different rock properties. The hydraulic fracture predictions of a three-layer water injection
case have been compared using the pore pressure cohesive zone model with revised parameters, LEFM-based pseudo 3D model, a
Perkins-Kern–Nordgren (PKN) model, and an analytical solution. Based on the size of the fracture process zone and its effect
on crack extension in ductile rock, the fundamental mechanical difference of LEFM and cohesive fracture mechanics-based methods
is discussed. An effective fracture toughness method has been proposed to consider the fracture process zone effect on the
ductile rock fracture. 相似文献
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Influence of discontinuities and clay minerals in their filling materials on the instability of rock slopes 总被引：1，自引：0，他引：1
Davood Fereidooni 《Geomechanics and Geoengineering》2018,13(1):11-21
To assess the influence of discontinuities and clay minerals in their filling materials on the instability of rock slopes, seven rock slopes along the margin of Ganjnameh–Shahrestaneh Road, Hamedan Province, Western Iran were selected, and the physical and mechanical properties of their rocks and discontinuities were determined. By statistical studies of the discontinuities, rock slope stability analysis has been performed using kinematic and limit equilibrium methods so that safety factors for the rock slopes can be calculated. Also, sampling of filling materials and X-ray diffraction tests have been done to identify the clay minerals in the filling materials. The lithologies of the studied rock slopes are granite, diorite and hornfels. The presence of discontinuities and weakness planes with different orientations and clay minerals in filling materials of discontinuities are effective factors that cause plane, wedge and toppling failures in the rock slopes. Clay minerals as filling materials of discontinuities in the studied rock slope facilitate their instability by two different methods. First, absorption of water by infilling clay minerals causes the friction angle of discontinuity surfaces that leads to plane and wedge failures to be reduced. Second, water absorption causes the swelling of clay infilling minerals that leads to toppling failure. 相似文献
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地下洞室围岩稳定性分析方法简述 总被引：3，自引：0，他引：3
随着可持续发展战略的提出,地下工程的开发和利用显得尤为重要。地下洞室围岩稳定性是整个工程中的关键问题,现今对地下洞室围岩稳定性研究的分析方法有很多,为了明确各种研究方法的优缺点以及适用范围,本文对现有地下洞室围岩稳定性分析方法进行了分类总结,用系统性的方法从定性、定量、可靠度等方面考虑,主要包括洞室的整体稳定性分析和洞室局部块体的稳定性分析,研究结果对地下洞室围岩稳定性设计及计算有重要的意义,最后对相关研究的现状和发展趋势做了简述。 相似文献
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All the conventional techniques for the analysis of slope stability ranging from simple kinematic analysis using stereonets, to the various widely used limit equilibrium methods, to sophisticated numerical methods belong to a category that are generally known as the analytic approaches and thus are only able to consider a limited number of affecting factors and then solve the problem in details. In contrast, the systems approaches not only can examine the problem in its totality with a complete list of the components, but also can take the interactions between the factors into account. This paper presents a complete application of a well-known systems technique named the Interaction Matrix (IM) in ranking the instability potential of rock slopes of the Khosh-Yeylagh Main Road, Iran as the case study of the research. For this purpose, 15 stations have been selected and a relatively comprehensive database containing the fieldwork information has been constructed. Following the IM technique, the most important factors relating to the general environment and to the rock mass characteristics have been considered. Their reciprocal causes and effects have been analyzed in order to weight each parameter according to its degree of interactivity in the system. Then, the slope instability index has been calculated which refers to the inherent potential instability of each slope of the examined region. The final instability ranking has been presented for the investigated slopes in Khosh-Yeylagh Main Road based on a simple classification. The main aim of the study is to extend the use of systems approach and specifically the IM technique in slope stability analysis. Also, this research shows the importance of consideration of an approximately complete set of key parameters affecting the stability of rock slopes. 相似文献
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M. K. Elmouttie G. Krähenbühl G. V. Poropat I. Kelso 《Rock Mechanics and Rock Engineering》2014,47(2):507-518
Discrete fracture network representations of discontinuities in rock masses have been shown to be useful in capturing heterogeneity in rock mass properties. Providing computational efficiency in the resulting simulations and analyses is attained, these fracture representations can be combined with structural modelling and sampling algorithms. Multiple fracture network realisations can be generated and the resulting rock mass properties interrogated. Statistical analyses based on fracture connectivity, block size distribution and slope stability can be performed and provide results defined in terms of confidence intervals. For sedimentary geology consisting of dense bedding, equivalent medium continuum methods have traditionally been used in preference to discrete fracture representations due to the large numbers of structures involved and resulting computational complexity. In this paper, it is shown that stochastic representation of these layers can be employed. An analytical solution to accommodate bedding given an assumed block size distribution has been derived. Using this formulation, polyhedral modelling has been used to investigate the influence of bedding on block formation and block size distributions using field data. It is shown that the analysis is both computationally efficient and can capture truncation of size distribution by such layers without numerical methods. 相似文献
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Kozo Sugihara Hisaya Yoshioka Hiroya Matsui Toshinori Sato 《Engineering Geology》1993,35(3-4):223-228
A shaft with a diameter of 6 m and a depth of 150 m was excavated in sedimentary rocks. Anin situ study was carried out to identify the size and rock properties of the zone disturbed by the excavation and to estimate the applicability of existing methods for measuring and modelling such a zone. The study detected displacements and changes in the properties of the rock within about 1 m of the shaft wall. Numerical analysis using a model of continuous rock mass can simulate some features of disturbance due to excavation, although slight discrepancies exist between the measured and analysed results. The excavation disturbance detected in this study is probably due to fracturing, the redistribution of stress and undersaturation. However, the relationships between the disturbance due to excavation and these processes have not been quantified. The existing methods for measurements and numerical analysis can provide important information on the disturbance due to excavation but need to be improved to understand disturbance due to excavation further. 相似文献
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A Morphological Visualization Method for Removability Analysis of Blocks in Discontinuous Rock Masses 总被引：1，自引：0，他引：1
Block theory has been successfully applied to solve practical problems in rock engineering associated with the stability of discontinuous rock masses. Traditional methods of block theory, which have not proposed detailed schemes for characterizing geometric features of arbitrary blocks with complex geometries, are difficult to simultaneously visualize the locations of blocks. To overcome the shortcomings of these traditional methods, this paper introduces the concept of block morphology to systematically represent the morphological characteristics of blocks. Morphological visualization analysis involves the classification, characterization and visualization of various blocks and the determination of their removability using the stereo-analytical method. The proposed morphological visualization method provides a basis for computer modeling and mechanical calculations of large-scale rock mass systems. Furthermore, examples are presented in this paper to verify the validity and demonstrate the exceptional performance of this method. 相似文献
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水力和超载条件下锚固岩石边坡动态稳定性拟静力分析 总被引：1，自引：0，他引：1
基于极限平衡理论,综合考虑水力条件、坡顶超载、地震荷载效应和锚固效应对岩石边坡进行了全面的稳定性分析。计算给出了多影响因素条件下岩石边坡稳定性安全系数的表达式,并重点分析了几种相关参数组合对岩石边坡稳定性的影响。分析表明,坡顶张拉裂缝积水、地下水渗流作用、滑面出流缝被堵塞、地震影响效应不利于岩石边坡抗滑稳定性,而锚索锚固效应则对提高边坡抗滑稳定性有积极作用;坡顶张拉裂缝积水、滑面出流缝被堵塞、水平向地震影响效应都不利于岩石边坡抗倾覆稳定性,但锚索锚固效应、坡顶超载、与竖直方向地震效应则对提高边坡抗倾覆稳定性有益。最后针对工程实际,提出了相应的工程建议。 相似文献