岩体应力的现场研究

岩体力学不同于力学的其他分支的主要特点之一,是岩体具有内应力.因而,一切与岩体有关的力学问题的合理解决,脆性破裂理论的实际应用,都离不开对岩体应力状态的了解.     

声发射预报地震的岩体力学分析

岩体受压破坏是由于岩体内裂纹扩展及新的宏观裂纹产生不断积累的结果,大规模岩体受压破坏前会发生局部岩体的先前断裂破坏。裂纹起裂、快速扩展和止裂会产生声发射现象,局部岩体断裂破坏会产生强烈的声发射现象,通过对岩体声发射的监测分析可以预报受压岩体破坏的时间。因此,通过对地壳岩体声发射的监测分析,可以进行地震的短期和临震预报。通过对岩体受压应力分布规律的分析,得出通过监测地壳浅部地应力和地形变预报地震是没有实际意义的结论。     

Computational simulation of seepage instability problems in fluid-saturated porous rocks: Potential dynamic mechanisms for controlling mineralisation patterns

Pore-fluid flow associated with seepage instabilities can play an important role in controlling large mineralisation patterns within the upper crust of the Earth. To demonstrate this process, two kinds of seepage instability problems in fluid-saturated porous rocks are considered in this paper. The first kind of seepage instability problem is caused by the temperature-induced buoyancy of pore fluid, so that it can be called the buoyancy-driven seepage instability problem, while the second kind of seepage instability problem is caused by chemical dissolution reactions that are commonly encountered in the upper crust of the Earth, so that it can be called the chemical-dissolution-driven seepage instability problem. After the mathematical governing equations of and computational methods for these two kinds of seepage instability problems are introduced, two numerical examples are used to elucidate how and why these two kinds of seepage instabilities can provide favorable places for the formation of large mineralisation patterns within the upper crust of the Earth. The related computational simulation results have demonstrated that: (1) the convective pore-fluid flow caused by the buoyancy-driven seepage instability not only can dissolve minerals at the lower part of the upper crust, but also can transport the dissolved minerals from the lower part to the upper part of the upper crust, resulting in large mineralisation patterns near the surface of the Earth's upper crust. (2) The chemical-dissolution-driven seepage instability in fluid-saturated porous rock can provide some favorable places, such as finger-like channels created by porosity enhancement in the porous rock, for the formation of large mineralisation patterns within the upper crust of the Earth.     

二十年岩体应力现场实测研究

本文介绍了几个现场应力量测实例,并将其划分为三种类型:低强度岩体中应力;高强度岩体中应力;高应力地区岩体中应力。被测岩体包括各种各样的沉积岩、火成岩和变质岩,它们的杨氏模量介于1—105 GPa。用于应力解除的最深钻孔为90.7m。根据上述实测结果及简单分析计算,归纳出初始应力在地壳浅部分布的一般规律,论述了初始应力与岩石杨氏模量的关系及其对岩体工程的影响。     

Study of Stress Measurement In-situ in the Last Two Decades

Various typical results are introduced of in-situ stress measurements by overcoming tests during last two decades. The stress cases could be divided into three types: in-situ stress in lower strength rock; in-situ stress in higher strength rocks; in-situ stress in high stress region. The involved rock masses were variety of Sedimentary rock, Igneous rock, and Metamorphic rock with yang’s modulus from 1 to 105GPa. The deepest borehole used for stress release was 90.7 m. Some general laws of initial stress in the shallow earth crust were drawn from the above results. The relationship between initial stress and yang’s modulus of rocks and the influence of initial stresses on rock engineering are discussed.     

Evaluation of equivalent medium methods for stress wave propagation in jointed rock mass

This paper evaluates the existing equivalent medium methods for jointed rock mass and further develops the equivalent viscoelastic medium method proposed by the authors. The advantages and limitations of different equivalences to the discontinuous rock mass are discussed. Theoretical derivation of stress wave propagation through the equivalent viscoelastic medium is carried out by adopting the Fourier transformation method, and the parameters of the equivalent viscoelastic medium method are determined analytically. The frequency dependence and the wave attenuation phenomenon can be properly described when the imaginary terms of the complex moduli of the rock mass are included. The results show that the equivalent viscoelastic medium method is able to predict the effective velocity and the stress wave transmission coefficient in a rock mass more accurately than the conventional effective elastic moduli methods. An example of the stress wave propagation through rock mass with parallel joints shows that the equivalent viscoelastic medium method is promising and worthy to be further explored for application in practical rock engineering problems. Copyright © 2011 John Wiley & Sons, Ltd.     

岩石的记忆功能及对岩体变形的影响

岩石的记忆功能包括残余应力对材料力学性质的影响, 应力的冻结特性和对固结应力的记忆。本文叙述这三类应力的理论基础、力学特性和计算方法, 通过一些工程算例指明其对岩体变形及岩体稳定性分析的重要性。     

应变软化在甘肃红柳河辉长质糜棱岩形成中的作用

本文论述的辉长质糜棱岩发现于甘肃北山红柳河蛇绿岩套中。在简单说明了糜棱岩的地质背景及特征、描述了变形岩石的显微构造特征之后，重点对糜棱岩形成过程中的应变软化机制作了论述。探讨了软化岩的存在、组构调整、粒度缩小，长石的动态重结晶，水以及主导变形机制的不断调整与转化等应变软化机制，在应力作用下使岩石逐步软化过程中所起的作用，得出这种糜棱岩是在拆离剪切作用下，应力在蛇绿岩中的软化岩石辉长岩中集中，从而形     

Open Fissure Folds record coseismic loading and postseismic stress relaxation

Open Fissure Folds hosted by high pressure/low temperature metamorphic rocks of south Evia (Greece) are introduced, their structural and microstructural record is analysed, and a mechanical model is proposed. Open Fissure Folds are preserved as at least two parallel folded quartz–feldspar veins separated by narrow buckled rock columns. The veins originated as tensile cracks that propagated in the middle crust driven by high differential stress. Features diagnostic for Open Fissure Folds indicate that the rock columns represented the layers of high viscosity, and not the veins as consistently reported in many previous studies on folded veins. This record is taken to indicate that buckling of the rock columns initiated after arrest of the fractures and terminated prior to complete vein sealing. Accordingly, mechanical decoupling by open fissures allowed for buckling of the rock columns in response to episodic creep of the host rocks according to stress relaxation, as expected for postseismic deformation in the earthquake cycle. I propose that the parental fractures propagated in response to quasi-instantaneous coseismic loading of the middle crust. Buckling was attributed to transient postseismic creep and stress relaxation. Complete sealing of the veins occurred when stresses were largely relaxed. Each Open Fissure Fold records the stress and strain history of a single earthquake.     

层状地壳的等效力学模量和分层应力

针对地球动力学研究中的板壳力学模型的分层问题,根据等效原则, 给出了用各分层弹性参数和厚度表示的中性面位置、折合抗弯刚度和等效弹性参数。结合实际地壳受横向和侧向力作用时产生的弯曲形变和应力,具体介绍了用这种折算模量的方法去求解地壳中的应力、应变状态, 并通过比较等效应力与各分层应力的差异, 阐明了岩石力学性质的不同对各圈层应力的影响作用。研究进一步表明,来自地壳深部的垂直向上的力是造成上部地壳伸展类构造的重要因素之一。     

中国东部地壳元素丰度与岩石平均化学组成研究

迄今我们习用的地壳化学元素丰度和岩石平均化学组成的文献值大多是收集的汇编数据,不少微量元素特别是贵金属等难测元素的丰度所依据的样品的代表性和测试质量难以考证,其值存在着颇大的不确定度。本研究立足于实测资料,在中国东部系统采集了各类火成岩和变质杂岩体及各时代的标准地层剖面岩石样品28253个,组合成2718个分析样。采用中子活化等15种可靠分析方法测试,以国家一级标准物质作质量监控。求得的华北地台地壳、中国东部上地壳和出露地壳及各类岩石的78种化学元素丰度,显著改善了地壳和岩石的化学元素丰度,填补了多种岩石微量元素丰度的空白。     

RT3型岩石高压真三轴仪的研制

本文介绍了新近研制成功的岩石高压真三轴仪的结构特点、功能和试验研究结果。岩石高压真三轴仪能够独立地控制和改变三个主应力,从而可模拟工程岩体和地壳内部的任何应力状态和应力途径,是对卡阿曼(Von.Karman)型普通三轴压缩仪的重大改进。RT3型岩石高压真三轴仪,可施加最大主应力到800MPa,中间主应力200MPa,最小主应力200MPa,并能测定三个主应力方向的应变和声波参数,可供岩石力学基础理论、工程岩体稳定性和地震前兆特性等研究之用。     

Inverse calculation of in situ stress in rock mass using the Surrogate-Model Accelerated Random Search algorithm

A new approach is presented that incorporates the Surrogate Model Accelerated Random Search (SMARS) Algorithm to inversely determine the overall stress state in a rock mass based on sparse stress measurements. The SMARS algorithm relies on a random search component to maintain global search capabilities, while using the surrogate-model method to accelerate convergence to a solution estimate. Two examples sets are carried out in this presentation to display the utility of the proposed SMARS-based inverse characterization process. The first example set compares the SMARS algorithm with two other popular methods, namely a multiple linear regression analysis method and a neural network method, to estimate the in situ stress field for a simple numerically simulated test case. The results of the numerical testing verify that SMARS provides a relatively stable approach and gives rise to a relatively high accuracy and efficiency (i.e., with less computational expense) compared to the other contemporary approaches considered. Finally, an example is shown for utilizing the SMARS approach for in situ stress estimation based on an actual underground mine located in Pennsylvania. The SMARS results are shown to produce a realistic estimate of the distribution of stress within the area investigated, and overall, the approach has potential for practical use in realistic scenarios to efficiently and accurately estimate in situ stresses in rock mass.     

PT3型岩石高压真三轴仪的研制

This paper introduces the structural characters and functions of the rock high pressure true triaxial machine newly developed and some research results with this machine. By the rock high pressure true triaxial machine, three principal stresses can be controlled and changed independently, so that any stress state and stress path in engineering rock mass and earth’s crust can be simulated. It is an important development of Karman type general triaxial machine. By RT3 type rock high pressure true triaxial machine, the maximum principal stress can be applied up to 800 MPa, the intermediate and minimum principal stress up to 200 MPa. The strains and parameters of sonic wave in the directions of three principal stresses can also be determined. The machine is used well for studying the basic theory on rock mechanics, the stability of engineering rock mass and the behaviors of earthquake precursors.     

地壳应力值的估算方法

本文提出了不通过地应力测量,确定工程岩体地应力值的断裂判据法和地震波断裂力学反演法。断裂判据法仅需确定野外最新构造体系断裂参数和岩体物理力学参数,便可确定不同新构造活动区的现代地应力值或下限值。地震波断裂力学反演法仅需要收集地震资料,测定岩体物理力学参数,便可确定区域平均剪应力τ_0;结合现代地应力场类型和最大主应力方向,可确定主应为值。     

黔北新蒲红色风化壳剖面的粒度分布特征--兼论岩溶区上覆土层的物质来源

粒度分析在风化壳物源示踪方面是一种新的尝试,具有指示直接的特点。尤其当常规的地球化学、矿物学等方法难以直观反映母岩的不均一性对风化壳的影响时,粒度分布特征却可以建立两者的对应关系,从而更为合理地指示风化壳和下伏基岩的关系。黔北新蒲剖面的下伏基岩为局部夹碎屑岩薄层的连续型碳酸盐岩,本文通过对其酸不溶物及上覆红色风化壳粒度分布特征的研究,表明基岩的垂向不均一,导致上覆风化壳粒度分布特征的差异性,同时存在与下伏不同基岩酸不溶物粒度分布特征相对应的风化壳,指示了碳酸盐岩为其上覆风化壳的成土母岩。化学风化指标在剖面的变化也支持了粒度分析结果,即风化壳母岩的不均一性。从碎屑岩夹层和碳酸盐岩对风化壳提供物源的相对份额中指出碳酸盐岩的酸不溶物对上覆风化壳的优势贡献。从粒度参数角度进一步诠释了连续型碳酸盐岩风化残积成土的现实性,为正确理解中国西南岩溶区红色风化壳的成因提供了新的探索手段。综合资料显示,碳酸盐岩特别是连续型碳酸盐岩酸不溶物构成中国西南岩溶区上覆红色风化壳的主要物质来源也是可能的。     

岩石空心圆柱扭剪仪试验能力

针对自行研制的岩石空心圆柱扭剪仪可独立控制4个加载参数（轴力、扭力、内围压和外围压）的功能,通过数学和力学分析,系统地整理出几种易于实现且符合实际工程的应力路径及加载方式：在轴力与内围压满足一定关系的前提下,可以获取岩石的抗拉强度,提供一种新型测量岩石抗拉强度的方法;通过控制内外围压及轴力,可以进行常规三轴试验与真三轴试验,克服了现阶段岩石真三轴试验中试验装置复杂、试样加载面摩擦大的缺点;在轴力与内、外围压分别满足一定关系时,可以分别实现平均应力p不变与中主应力系数b不变的应力路径,用于研究应力主轴旋转对岩石力学性质的影响。上述应力路径的实现对岩石力学性质的研究以及现阶段岩石室内试验的发展具有重要意义。     

An Index for Estimating the Stability of Brittle Surrounding Rock Mass: FAI and its Engineering Application

Based on the geometric analysis of the relationship between the stress state at a point and the yield surface defined in the principal stress space, a coefficient ω is set up as an estimation index to describe the stress-induced yield risk. After yield, the equivalent plastic shear strains is usually used to characterize the failure degree (FD) of the material and adopted here as an index of the damage degree for the surrounding rock masses. Then, a unified variable combining ω and FD, named failure approaching index (FAI), is constructed to estimate the stability of rock mass which may be at different deformation stages. The formulas of FAI are derived for some popular yield criteria in geomechanics. Details for such development are addressed in the paper. Its rationality is verified by numerical simulation and comparative analysis of the conventional triaxial compression tests and typical tunnel projects. In addition, the method for applying FAI to the stability estimation of surrounding rock mass is proposed. As examples, the stability of the underground powerhouse, access tunnels and headrace tunnels at the Jinping II hydropower station are estimated by making use of the method we presented. The results indicate that not only is the index rational in mechanics, but the theory also has good expansibility, and the estimation methods are simple and practical as well. It is easier for field engineers to analyze and understand the numerical results.     

Modeling the Contemporary Stress Field and Deformation Pattern of Eastern Mediterranean

The contemporary stress field in the earth's crust is important and provides insights into mechanisms that drive plate motions.In this study,elastic plane stress finite element modeling incorporating realistic rock parameters was used to calculate the stress field,displacement field,and deformation of the plate interactions in the eastern Mediterranean.Modeled stress data for the African-Arabian-Anatolian plate interactions with fixed European platform correlate well with observed contemporary stress indica...     

国内外风化壳覆盖区地质调查研究综述

通过收集、翻译、研读大量国内外有关风化壳研究的文献,综述了风化壳研究现状,阐述了中国南方红土在成因、时代、环境和气候等方面的进展。以案例的形式,从理论和实践2方面综述了国内外风化壳覆盖区地质调查情况,重点介绍了国外风化壳特殊地貌区地质、地球物理、地球化学、土壤、遥感、钻探地质调查等方面的成功案例,以便更好服务于我国特殊地貌区风化壳1∶5万地质填图试点工作。