峡谷地区大型地下洞室群岩体初始地应力场反演分析

合理地确定地下洞室群岩体初始地应力场对于地下洞室群的总体布局、支护设计有着重要的意义。本文提出了一种依据少量实测地应力资料反演地下洞室群岩体初始地应力场的方法。这种方法假设远古地形是一无起伏的夷平面,认为岩体初始地应力场主要由处于远古地应力状态下的远古地形经过漫长的地形剥蚀形成,而远古地应力场由地质构造运动和岩体自重形成。以有限元数值分析为基本手段,提出了可以考虑构造运动、岩体自重和地形剥蚀等多因素的岩体初始地应力场反演思路。通过某水电站地下厂房区域岩体初始地应力场反演的工程实例分析,验证了这一方法的可行性和实用性。     

The determination ofin situ rock thermal properties and the simulation of climate in an underground mine

Summary This paper describes the results from a continuing research project started in 1984, which is investigating improved methods for predicting the underground climate in hot mines. The Homestake Gold Mine in South Dakota was the site for testing methods, based on radial heat flow theory, to measurein situ values of the thermal conductivity and diffusivity of rock. The methods used proved to be quite within the capability of mine staff to carry out for themselves. The results were acceptable and verified thatin situ thermal rock properties can differ considerably from laboratory determined values, in this case by a factor of approximately two.A mine climate simulation program, CLIMSIM, was applied to case studies from the Homestake mine using the measured thermal rock parameters. The results showed good correlation between the measured and simulated values.     

Bayesian Estimation of Boundary Conditions with Application to Deep Tunneling

An iterative procedure is proposed to determine the far-field state of stress that exists in a rock mass with non-linear behavior around a tunnel. Absolute displacements of the tunnel wall obtained by means of geodetic measurements are used to identify the boundary stress conditions. Previous information is accounted for, so that boundary conditions can be updated at the various stages of a project, as soon as new information becomes available. The application to the 2-D plane strain synthetic model of a tunnel in a yielding rock mass shows the fast convergence of the procedure and the need to use absolute displacements (rather than relative displacements) in order for the identification problem to be well-posed.     

白鹤滩水电站初始地应力场研究分析

金沙江下游拟建的白鹤滩水电站上接乌东德梯级,下邻溪洛渡梯级,是继三峡和溪洛渡之后又一座千万千瓦级的水电站。白鹤滩水电站采用地下式厂房,其厂房的高度和跨度分别为78.5 m和32 m。为了保证地下洞室群围岩的稳定性,需要准确掌握初始地应力场的方向和大小。依据地质构造作用和现场实测方法分析发现,白鹤滩水电站左、右岸的初始地应力场,由于受到河流侵蚀和岸坡卸荷等因素影响,两岸厂区的地应力场方向在局部产生一定的偏转,从该地区的NWW方向变为NE方向,通过数值反演方法对计算区域的边界条件进行回归,与实测值比较确定回归边界条件的合理性和准确性。     

人工神经网络在岩体初始应力场反演中的应用

岩土工程问题的有限元分析一般需要考虑初始地应力场，而可供工程应用的初始应力值，主要靠少数实测资料。根据少数测点值，采用人工神经网络与有限元相结合的方法求解岩体初始应力场。通过算例说明：文中所提方法是合理的。     

A diametral deformation method forin situ stress and rock property measurement

Summary Failure deformation of a borehole boundary in response to hydraulic loading via a plastic cylinder is directly related to both the initial stress state and the material properties of the ground. These relationships are utilized for determination ofin situ stress states and material properties of complex geological formations, including fractured hard rock and soft ductile media, by directly measuring diametral deformation of the borehole in relation to the applied pressure. This new method was first developed by means of finite element simulation models, and later confirmed by laboratory model studies. This method was then field tested in an outcropping of homogeneous sandstone and later applied to three underground geological formations: highly stratified shale, rock salt, and fractured green schist. Some of the results of these field applications are presented here to illustrate the validity and usefulness of this method, especially for complex ground where the conventional methods of overcoring and hydrofracturing may be ineffective. The instrumentation of this method involves a borehole probe which utilizes electrically powered hydraulic pumping and computerized data acquisition for rapid measurement and on-site analysis. The significance of the new method is its ability to obtain input data ofin situ stress states and material properties for finite element analysis of earth structures in complex ground.     

Geochemistry of bauxites of Belgaum (Karnataka) and Yercaud (Tamil Nadu) areas

The major chemical components of bauxite deposits of Belgaum (76° 24′E : 15° 54′N) and Yercaud (78° 14′E : 11° 48′N) areas have been determined. A chemical continuity between parent rocks (zone I) to bauxites (zone IV) via clay (zone II) and laterites (zone III) clearly indicates that bauxites have been derived byin situ weathering of the respective parent rocks.     

非破坏性开放式激光剥蚀电感耦合等离子体质谱法原位测定大尺寸陶瓷样品主微量元素组成

激光剥蚀电感耦合等离子体质谱法(LA-ICP-MS)通常采用体积固定的封闭剥蚀池,大尺寸样品要经过切割或破碎,能够放入剥蚀池后才可以再进行LA-ICP-MS分析,因此,这种常规密闭式LA-ICP-MS难以应用于无法破碎的珍稀大尺寸样品分析.为实现大尺寸样品的非破坏性微区原位主微量元素分析,本文基于自行设计的开放式样品采...     

基于隧洞超前地质探测和地应力场反演的岩爆预测研究

岩爆是高地应力地区影响地下工程施工的主要地质灾害,岩爆预测已成为地下工程的世界性难题之一。地层的岩性条件和地应力的大小是影响岩爆发生的两个最根本因素,对这两个因素的准确判别将直接关系到岩爆预测的成功与否。根据工程的区域地质资料,利用FLAC3D程序建立了该区域的数值计算模型,并结合工程现场实测点的主应力数据,采用径向基函数神经网络,反演了计算区域的初始地应力场。基于现场岩石力学试验和TSP203探测技术,获取了岩爆高风险区域的地层岩性条件。最后结合地应力反演数据和TSP探测结果,对掌子面前面长距离范围内的岩爆强度进行精细预测。工程实际应用表明,该方法可操作性强,岩爆预测结果与实际开挖情况较吻合。     

TOPO-OZ: Insights into the various modes of intraplate deformation in the Australian continent

As the fastest, lowest, flattest and amongst the most arid of continents, Australia preserves a unique geomorphic record of intraplate tectonic activity, evidencing at least three distinct modes of surface deformation since its rapid northward drift commenced around 43 million years ago. At long wavelengths (several 1000s km) systematic variations in the extent of Neogene marine inundation imply the continent has tilted north–down, southwest–up. At intermediate-wavelengths (several 100s km) several undulations of ~ 100–200 m amplitude have developed on the 1–10 myr timescale. At still shorter wavelengths (several 10s km), fault related motion has produced local relief at rates of up to ~ 100 m/myr over several million years. The long-wavelength, north–down tilting can be related to a dynamic topographic effect associated with Australia's northward drift from the geoid low, dynamic topography low now south of the continent to the geoid high, dynamic topography low centred above the south-east Asian and Melanesian subduction zones. The short wavelength, fault-related deformation is attributed in time to plate-wide increases in compressional stress levels as the result of distant plate boundary interactions and, in space, in part to variations in the thermal structure of the Australian lithosphere. At the intermediate wavelengths, transient, low amplitude undulations can be ascribed to either lithospheric buckling or the development of instabilities in the thermal boundary layer beneath the lithosphere. In the latter case, topographic asymmetries suggest the Australian lithosphere is moving north with respect to the mantle beneath, providing a unique attribution to the progressive alignment of seismic anisotropy and absolute plate motion observed near the base of the Australian lithosphere.     

岩体初始应力场的遗传算法与有限元联合反演法

岩土工程问题的有限元分析一般需要考虑初始应力场。实际工程中,岩体往往为非线性。本文采用遗传算法与有限元联合反演法求解非线性岩体初始应力场,通过算例说明文中所提方法是合理的,可在工程应用中推广。     

Linking dynamic elastic parameters to static state of stress: toward an integrated approach to subsurface stress analysis

Stress is the most important parameter to understand basin dynamics and the evolution of hydrocarbon systems. The state of stress can be quantified by numerical geo-mechanical modelling techniques. These techniques require static elastic parameters of the rocks as input, while tectonic and gravitational forces are given as explicit boundary conditions to compute the local state of stress at different scales. We developed a technique to determine the density and elastic constants at seismic frequencies using full Zoeppritz inversion on angle-dependent seismic reflection data. The dynamic elastic parameters as obtained from seismic data differ from their static equivalents, which are necessary to determine the static state of stress. The dynamic elastic parameters are related to their static equivalents through experimentally obtained relations. In these rock-physics experiments, the static and dynamic elastic parameters are measured simultaneously during different external loading conditions. The experiments used here are all carried out in a tri-axial pressure machine under equal axial stresses. Then pre-stack seismic data analysis in combination with the relation between the static and dynamic elastic parameters, from the rock-physics experiments, provides the input parameters for geo-mechanical modelling.     

神经网络在岩体力学参数和地应力场反演中的应用

BP神经网络已广泛地应用于岩体力学参数和初始应力场的反演分析,但在实际应用中,BP网络存在着网络训练易于过度、收敛速度慢、易陷入局部极小以及隐层节点数难于确定等缺点。采用RBF网络和改进的BP网络,利用基于有限差分格式的快速拉格朗日算法进行正分析计算,依据若干测点的正应力数据,反演了计算区域的岩体力学参数以及初始应力场。算例表明,RBF神经网络与快速拉格朗日算法相结合,在样本容量相同的情况下,反演分析的精度、网络的拓扑结构以及学习、收敛速度,均优于采用BP网络的反演算法。     

Bayeritheca hughesii gen. et sp. nov., a new Eucommiidites -bearing pollen organ from the Cenomanian of Bohemia

A new pollen organ, Bayeritheca hughesii gen. et sp. nov. with in situ Eucommiidites pollen grains, is described from the Cenomanian of Bohemia in Central Europe. It is based on a single lignified specimen which is the largest Eucommiidites -producing pollen structure described so far. It shows whorls of microsporangiate units attached to a massive main axis forming a cone-like structure. Each microsporangiate unit forms distally an angular head bearing trichomes and centrally arranged mucronate tubercles. The head is attached to a short stalk. Proximal sides of heads display radially arranged synangia. Each synangium contains an unknown number of pollen sacs with numerous Eucommiidites pollen grains.Bayeritheca is the only genus of Erdtmanithecales in which synangia instead of sporangia are found. Bayeritheca differs from Eucommiiditheca Friis & Pedersen in the whorled arrangement of microsporangiate units, which are densely spaced forming a cone-like structure. It differs from Erdtmanitheca Pedersen, Crane & Friis in the elongate shape of the whole organ, slender main axis, shorter pollen sacs, and different Eucommiidites pollen.     

An intelligent approach to prediction and control ground vibration in mines

Drilling and Blasting are still considered to be the most economical method for rock excavation either on surface or underground. The explosive energy, which breaks the rockmass, is not fully utilized for this purpose. Only 20–30% of explosive energy is utilized for fragmenting the rockmass and the rest wasted away in the form of ground vibration, air blast, noise, fly rock, back breaks, etc. Among them, ground vibration is considered to have the most damaging effect. A number of predictor equations have been proposed by various researchers to predict ground vibration prior to blasting. Still, it is difficult to recommend any one predictor for a particular ground condition because ground vibration is influenced by a number of parameters. These parameters are either controllable or non-controllable like blast geometry, explosive types, rock strength properties, joints patterns, etc. In the present paper, an attempt has been made to predict the ground vibration using an Artificial Neural Network incorporating large number of parameters, which affect the ground vibration. Results are also compared with the values obtained from regression analysis and observed field data sets. Finally, it is found that the neural network approach is more accurate and able to predict the value of blast vibration without increasing error with increasing number of inputs and non-linearity among these.     

粤北石角围花岗岩型铀矿床沥青铀矿LA-ICP-MS原位U-Pb定年研究

石角围花岗岩型铀矿床位于粤北下庄铀矿田东部,沥青铀矿是矿床的主要矿石矿物,也是厘定成矿年龄的理想对象。前人采用同位素稀释法(ID-TIMS)和电子探针U-Th-totalPb化学定年法获得的成矿年龄为38～138Ma,但前人年龄变化范围大,可靠性有待考究,难以有效约束矿床的成矿时代。本文利用LA-ICP-MS原位微区分析技术,对石角围矿床矿石中沥青铀矿开展了原位U-Pb定年。研究表明:沥青铀矿的206Pb/238U年龄为52. 46～56. 89Ma,加权平均年龄为54. 68±0. 53Ma(MSWD=1. 19,n=18)。本次沥青铀矿原位U-Pb定年与前人相比更好地避免了矿物包裹体、后期次生变化、显微裂隙等因素的影响,获得的沥青铀矿原位U-Pb同位素年龄代表矿床的成矿年龄。本研究获得的石角围矿床成矿年龄(～55Ma)与华南花岗岩型铀矿床主成矿期(～50Ma)相一致,指示石角围矿床铀成矿作用与华南岩石圈局部伸展作用下的断裂构造活动密切相关。     

A new simple approach to evaluate pedogenic clay transformation in a Vertic Calcisol

The aim of this study is to characterize the pedogenic clay minerals by using simple approach: mixing mineralogical and geochemical findings.The fine clay fractions (< 0.1 μm) of a Vertic Cambisol profile were studied by means of X-ray diffraction (XRD), infrared spectroscopy (FTIR) and cation exchange capacity (CEC).Qualitative and quantitative mineralogical compositions of the clay mixture were determined.Moreover, chemical equilibria and thermodynamic stabilities of minerals (calcite, gypsum, kaolinite, smectites and illites) were studied using results of ionic activities obtained from total concentration of various aqueous species in water extracts from soil-saturated pastes.XRD analysis shows a good homogeneity in the mineralogical composition of the soil material, with depth of soil profiles. The identified clay minerals are mainly illite–smectite mixed layers (I/S) and kaolinite. The chemical analysis of saturated paste extracts with clay minerals shows a slight undersaturation of the illitic phase while smectites and also calcite and gypsum reach the thermodynamic equilibrium along the soil profile.     

Analysis of the in situ Hydromechanical Behavior of a Fractured Calcareous Rock Mass

Summary. Hydromechanical experiments have been carried out since 1997 within a small fractured calcareous rock mass in southeastern France, at a site called Coaraze. Simultaneous measurements of fluid pressure and joint displacement were performed during these experiments. The interpretation generated has led to characterizing various types of hydromechanical behavior of the jointed rock mass and has provided several lessons. An original analytical interpretation, coupled with a modeling approach, has allowed one to derive the in situ normal joint stiffness, which proves to be highly non-linear. It has been shown that a coefficient able to take into account stiffness contribution from the surrounding rock mass must be included in order to fully interpret the pressure-displacement curves. This analytical interpretation also yields an estimate of the normal stress across the fracture. A comparison between in situ data and laboratory tests is also presented.     

本期文章导读

正117高温高压下元素配分的原位实验与计算模拟研究进展作者:黄圣轩,巫翔*,秦善导读撰文:本刊编辑部高温高压下元素配分行为研究揭示了地球内部物质迁移、富集、分异的动力学过程,有助于解决元素成矿、超临界流体性质、地球及行星演化等基础地质问题,近年来成为地球化学研究热点之一。同步辐射微聚焦X射线荧光光谱结合金刚石压腔技术原位测试方法逐渐取