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1.
本文针对结构面间距最常见的两种分布形式－－负指数分布和对数正态分布，探讨了岩石质量指标（RQD）的Monte-Carlo模拟方法，首和无根据结构面间距分布密度函数产和一包含50万个随机结构面并按生成顺序排列的模拟真实岩体的总测线，然后为了和实际 钻探时以2米测线计算RQD相一致，在总测线上按均匀分布形式随机抽取大于等于2米的局部测线共5万个计算RQD单值，并进一步统计得出所有RQD的平均值，RQD累积分布曲及岩石质量描述图，对于自然界大部分岩体，可根据结构面间距统计参数，直接在本文得出的一系列岩石质量图上定出RQD平均值，岩石质量百分比（RQP）及岩石质量风险（RQR）。 相似文献
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<正> 在实际勘探中,碳酸盐岩既可作为烃源岩,也可作为储集岩存在。确定碳酸盐岩中含有的烃类是原生的,还是从它处运移而来的,这在勘探实践中有着指导意义。为此目的,许怀先等用岩石热解分析方法做了大量研究工作。结果表明岩石中原油的热蒸发烃高峰温度和干酪根热解烃高峰温度具有显著差异:干酪根热解产烃高峰温度 T_(max)为400～600℃;原油热蒸发烃最高峰温度 T_(max)为300～400℃。由此可以区分原油的热蒸发烃和干酪根的热解烃,并进一步判定当最高热解峰温 T_(max)>400℃时,该岩石为烃源岩,而当T_(max)<400℃时,则为储集岩。对干酪根热解的进一步研究表明,不同成熟度的干酪根在不同的热降解温度范围内的产烃量是不同的。低成熟度的干酪根在450～600℃范围内所产生的烃占热解烃的5% 相似文献
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二连盆地下白垩统发育一套陆源碎屑与碳酸盐矿物组成的混合沉积物, 近年来在其中发现大量油气显示。通过岩心观察、薄片鉴定、物性分析和岩石热解等方法, 综合研究了云质岩储集层的岩石学特征、储集空间类型、物性特征和成藏主控因素等。研究认为, 云质岩储集层孔隙度高、渗透率低, 属于低渗透-致密储集层, 溶蚀作用或构造作用产生铸模孔和构造溶蚀缝, 形成云质岩的“甜点”区; 高碳酸盐含量烃源岩和低渗透-致密储集层呈互层式展布, 烃源岩成熟度低, 生烃超压不发育, 与优质烃源岩(TOC>2%)相邻储集层溶蚀孔隙发育, 从而降低油气充注阻力, 最有利于油气聚集成藏。 相似文献
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全岩热模拟新方法及其在气源岩评价中的应用 总被引：14，自引：2，他引：14
由中国石油勘探开发研究院廊坊分院建立的全岩热模拟仪器分析方法是采用岩心样品(岩石颗粒0.5～2 mm)来模拟烃类生成的一项实验新技术.该方法模拟结果表明:(1)不同类型样品单位质量岩石的产气率与传统的加水温压模拟法结果具有可比性;(2)能够反映源岩在不同演化阶段的产气量;(3)比常规的有机碳评价方法能更准确地反映源岩在不同演化阶段的产气潜力.(4)全岩热模拟新方法经济、简便、分析周期短,可以用于大量常规样品分析,是判识有效气源岩及定量评价的一种快速、可靠的方法,在油气勘探过程中,将对烃源岩的评价发挥重要作用。 相似文献
6.
An idea to consider rock textures from a geostatistical viewpoint is suggested. Mineral grains are coded by indicator functions. Four metrics are shown of interest for petrographic applications. The simplest one is used to calculate covariograms of indicators for platinum-bearing gabbronorite from the Pansky rock massif (Kola Peninsula, Russia) with maximal range of 2 units. This is generalized in the concept of a minimal cluster of mineral grains for the given rock. The theory allows us to combine grain-by-grain and cluster-by-cluster considerations of rock texture. It may be used to classify monotonous lithological series using nuances of rock textures. 相似文献
7.
Numerical Analyses of the Influence of Blast-Induced Damaged Rock Around Shallow Tunnels in Brittle Rock 总被引：2，自引：1，他引：1
Most of the railway tunnels in Sweden are shallow-seated (<20 m of rock cover) and are located in hard brittle rock masses.
The majority of these tunnels are excavated by drilling and blasting, which, consequently, result in the development of a
blast-induced damaged zone around the tunnel boundary. Theoretically, the presence of this zone, with its reduced strength
and stiffness, will affect the overall performance of the tunnel, as well as its construction and maintenance. The Swedish
Railroad Administration, therefore, uses a set of guidelines based on peak particle velocity models and perimeter blasting
to regulate the extent of damage due to blasting. However, the real effects of the damage caused by blasting around a shallow
tunnel and their criticality to the overall performance of the tunnel are yet to be quantified and, therefore, remain the
subject of research and investigation. This paper presents a numerical parametric study of blast-induced damage in rock. By
varying the strength and stiffness of the blast-induced damaged zone and other relevant parameters, the near-field rock mass
response was evaluated in terms of the effects on induced boundary stresses and ground deformation. The continuum method of
numerical analysis was used. The input parameters, particularly those relating to strength and stiffness, were estimated using
a systematic approach related to the fact that, at shallow depths, the stress and geologic conditions may be highly anisotropic.
Due to the lack of data on the post-failure characteristics of the rock mass, the traditional Mohr–Coulomb yield criterion
was assumed and used. The results clearly indicate that, as expected, the presence of the blast-induced damage zone does affect
the behaviour of the boundary stresses and ground deformation. Potential failure types occurring around the tunnel boundary
and their mechanisms have also been identified. 相似文献
8.
简要介绍了国内外扩底技术现状、扩底灌注桩的特点、ＭＲＲ型基岩扩底钻头的结构衣技术参数，结合工程实例对ＭＲＲ１０００钻头的使用效果进行了分析。 相似文献
9.
J. L. Justo E. Justo J. M. Azañón P. Durand A. Morales 《Rock Mechanics and Rock Engineering》2010,43(3):287-304
Three-dimensional, elastic and elasto-plastic finite element (FE) programs have permitted calculation of the displacements and the factor of safety (FOS) for the excavation for a tower, 132.70 m high (above foundation) on the island of Tenerife. The tower is supported by a 2 m thick reinforced concrete slab on jointed, vesicular and weathered basalt and scoria. The installation of rod extensometers at different depths below the slab has permitted comparison between measured and calculated displacements and the estimation of in situ deformation modulus. The moduli deduced from the simple empirical equations proposed by Hoek et al. (In: NARMS-TAC, 2002) and Gokceoglu et al. (Int J Rock Mech Min Sci 40:701–710, 2003) as a function of GSI, and Nicholson and Bieniawski (Int J Min Geol Eng 8:181–202, 1990) as a function of RMR, provide an acceptable fit with the measured settlements in this type of rock. Good correlation is also obtained with the empirical equation presented by Verman et al. (Rock Mech Rock Eng 30(3):121–127, 1997) that incorporates the influence of confining stress in the deformation modulus. The FOS obtained from different correlations with geomechanical classifications is within a relatively narrow range. These results increase our confidence in the use of classification schemes to estimate the deformation and stability in jointed rock. 相似文献
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R. Resende L. N. Lamas J. V. Lemos R. Calçada 《Rock Mechanics and Rock Engineering》2010,43(6):741-761
The goal of this paper is to simulate the interaction of stress waves and rock fractures in a particle micromechanical model. Stress waves travelling in fractured rock masses are slowed down and attenuated by natural heterogeneities, voids, microcracks and, above all, by faults and fractures. Considerable laboratory and theoretical investigation have uncovered the major aspects of this phenomenon, but models that cover the core mechanisms of the wave propagation in rock masses are necessary to investigate aspects of wave–fracture interaction, which are not completely clear, and in the future simulate full-scale real problems. The micromechanical model is based on the particle discrete element model that reproduces rock through a densely packed non-structured assembly of 2D disks with point contacts. The model of a hard rock core is developed and an irregular rock joint is generated at mid-height. A new contact constitutive model is applied to the particles in the joint walls. Numerical static joint compression tests are performed and a typical hyperbolic stress–displacement curve is obtained. Conditions for good quality wave transmission through non-jointed unorganized particulate media are determined, hybrid static–dynamic boundary conditions are established and plane waves are emitted into the compressed joint. The transmitted and reflected waves are extracted and analysed. Joint dynamic stiffness calculated according to the hypotheses of the Displacement Discontinuity Theory shows to increase with the static joint compression until the joint is completely closed. Still in its early stages of application, this rock micromechanical model enables the joint behaviour under static and dynamic loading to be analysed in detail. Its advantages are the reproduction of the real mechanics of contact creation, evolution and destruction and the possibility of visualizing in detail the joint geometry changes, which is hard to accomplish in the laboratory. 相似文献
14.
JONATHAN SELBY 《Geology Today》1989,5(6):206-209
For years the world's most famous inselberg was plagued by the deleterious effects of human activity. Now a massive investment, stimulated by the international tourist industry, has ensured preservation of the rock's unique geomorphological features and its fragile ecology. 相似文献
15.
Estimating the Strength of Jointed Rock Masses 总被引：1，自引：0，他引：1
Lianyang Zhang 《Rock Mechanics and Rock Engineering》2010,43(4):391-402
Determination of the strength of jointed rock masses is an important and challenging task in rock mechanics and rock engineering.
In this article, the existing empirical methods for estimating the unconfined compressive strength of jointed rock masses
are reviewed and evaluated, including the jointing index methods, the joint factor methods, and the methods based on rock
mass classification. The review shows that different empirical methods may produce very different estimates. Since in many
cases, rock quality designation (RQD) is the only information available for describing rock discontinuities, a new empirical
relation is developed for estimating rock mass strength based on RQD. The newly developed empirical relation is applied to
estimate the unconfined compressive strength of rock masses at six sites and the results are compared with those from the
empirical methods based on rock mass classification. The estimated unconfined compressive strength values from the new empirical
relation are essentially in the middle of the estimated values from the different empirical methods based on rock mass classification.
Similar to the existing empirical methods, the newly developed relation is only approximate and should be used, with care,
only for a first estimate of the unconfined compressive strength of rock masses. Recommendations are provided on how to apply
the newly developed relation in combination with the existing empirical methods for estimating rock mass strength in practice. 相似文献
16.
The Upper Turonian Chalk Rock occurs within a nodular unit within the otherwise generally soft, white chalk that dominates the English Upper Cretaceous. The nodular unit is condensed, and contains a number of hardgrounds that are designated here as the Chalk Rock Formation. The Chalk Rock contains some seven or eight hardgrounds, most of which are lithologically distinctive and can be traced over distances of up to 250 km. Nine beds within the Chalk Rock are named, comprising six hardgrounds and three marl seams. The lowermost widespread hardground appears to be more or less equivalent to the “Spurious Chalk Rock” of the south coast of England. In two areas the thickness of the Chalk Rock is greatly diminished. The most marked area, in west Wiltshire, is located close to the Palaeozoic Mendip Hills and indicates that the Mendip structure has influenced Turonian sedimentation. The other region of thinning is a platform-like area in the eastern Chiltern Hills WNW of London. 相似文献
17.
岩质边坡具有不连续性、多变性及各向异性的特点,其稳定性很大程度上受边坡内部发育的多结构面的影响,表现为块体的不稳定性,因此,寻求对边坡稳定性造成不良影响的关键可动块体是一项重要课题。通过块体理论全空间赤平投影与矢量计算的方法,捕获关键块体,并通过矢量计算确定块体的运动方式,计算其稳定系数,证明了全空间赤平投影在确定可动块体上的简便性,其直观的图示能避免矢量法较为繁琐的计算步骤,而在可动块体运动形式的判别上,两者必须相辅相成。通过应用块体理论确定的关键块体相较于传统方法应用于岩坡稳定性分析时强调的“整体性”而更加侧重于边坡内部块体的“个体性”与“精准性”,突破了岩质边坡稳定性分析的模糊性问题,也使边坡防治更精准更具针对性。 相似文献
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XU Shaokang XIA Xuehui YUAN Congjian WANG Bingquan YAN Fei YAN Shengxian ZHENG Xingquan 《《地质学报》英文版》2008,82(4):906-910
The new type hot water sedimentary rock -- magnetite-fluorite rock occurs as quasi-layers in flat parts of contact zones between rock body and strata in Bamianshan of Changshan County, Zhejiang Province, China. The main mineral assemblage is fluorite＋magnetite＋cassiterite. The rock shows typical laminated structure and obvious mosaic texture. Its formation temperature is between 123℃-160℃, averaging at 142℃. The major chemical composition of the rock includes CaF2, SiO2, Al2O3, FeO, and Fe2O3; the high-content microelement association includes W, Sn, Be, Rb, Sr, S, and CI; and the total content of REE is low （∑REE between 35.34×10^-6-38.35×10^-6）, showing LREE enrichment type of distribution pattern. Diagenesis： driven by the tectonic stress, the formation water heated in the deep strata had moved along the fissures or fractures in strata and had extracted components from the strata on the way, and finally stagnated in the flat parts of contact zones between rock body and strata. With drop in temperature, magnetite and fluorite were separated from the hot water and precipitated alternately, forming this hot water sedimentary rock with new type mineralogical composition, typical laminated structure, obvious mosaic texture and sub-horizontal occurrence. The characteristics of the new type mineralogical composition, sedimentary tectonic environment and chemical composition are different from that of the well-known traditional hydrothermai sedimentary rocks. 相似文献
19.
含煤岩系变形规律的研究,对煤炭资源评价和开采、煤矿瓦斯灾害预测、煤层气的可开发性评价具有指导意义。基于含煤岩系的岩体结构是控制其变形的基础因素这一前提,以岩体力学和分形几何学基本理论为指导,提出取决于岩石杨氏模量和泊松比的岩体强度因子和取决于岩层厚度的分形维数两个参数,以断层发育的安阳双全井田、褶皱发育的沁水盆地煤层气开发区及滑动构造发育的荥巩谷山井田为例,系统探讨了岩体结构对含煤岩系变形的控制作用。研究表明,低强度因子和厚层岩层较多的分形维数低值区,含煤岩系以韧性变形为主,多形成褶皱,煤体变形程度深,为瓦斯灾害严重区和煤层气难以开发区;高强度因子和厚层岩层较少的分形维数高值区,含煤岩系以脆性变形为主,多发育断层,构造煤难以区域展布,只分布在断层附近。可见含煤岩系变形不仅与岩体强度有关,而且受岩层厚度的控制。统计层段内刚性岩层的存在增加了岩体强度,岩层复杂程度的增加同样提高了岩体强度。岩体力学和分形几何学的引入,为煤岩体变形行为和程度的描述和预测提供了一种新途径。 相似文献
20.
Additional analytical data for the thirteen oxides usually determined in a rock analysis by wet methods and estimates and, conclusions from the analysis of variance are presented for the eight new USGS rock standards STM-1, RGM-1, QLO-1, SCo-1, MAG-1, SDC-1, BHVO-1 and SGR-1. The "single-solution" method of sample dissolution, and the "rapid methods" described by Shapiro were used. Three bottles of each standard were analyzed in duplicate, providing six replicate analyses of each sample. Relative standard deviations ranged from 0. 00 to 202 %, with only 12 of the possible 104 sample-oxide combinations exceeding 10 %. Most deviations exceeding 10 % occur with oxides at very low concentrations or with the determi-nation, of H2 O+ and CO2 , all of which often yield poor precision. These data indicate that the rapid wet chemical methods, except possibly for H2 O+ and CO2 , or when very low concentrations are present, can be considered reliable. Of the 104 F-ratios calculated during the analysis of variance for sample-oxide combinations, only eight equal or exceed the tabled value of 9. 55 for F0.95 (d. f. 2, 3). These data strongly support the conclusion that the contents of the bottles may be considered homogeneous for most oxides determined. When our data for an oxide in the several samples are plotted versus similar data in the USGS Prof. Paper 840 by several methods, the plots generally show good agreement for most sample-oxide combinations, but approximately thirty of the 104 show substantial differences, with no obvious correlation between the various methods used or the nature or magnitude of the differences. 相似文献