Micromechanical approach to effective viscoelastic properties of micro‐fractured geomaterials

The aim of this paper is to formulate a micromechanics‐based approach to non‐aging viscoelastic behavior of materials with randomly distributed micro‐fractures. Unlike cracks, fractures are discontinuities that are able to transfer stresses and can therefore be regarded from a mechanical viewpoint as interfaces endowed with a specific behavior under normal and shear loading. Making use of the elastic‐viscoelastic correspondence principle together with a Mori‐Tanka homogenization scheme, the effective viscoelastic behavior is assessed from properties of the material constituents and damage parameters related to density and size of fractures. It is notably shown that the homogenized behavior thus formulated can be described in most cases by means of a generalized Maxwell rheological model. For practical implementation in structural analyses, an approximate model for the isotropic homogenized fractured medium is formulated within the class of Burger models. Although the approximation is basically developed for short‐term and long‐term behaviors, numerical applications indicate that the approximate Burger model accurately reproduce the homogenized viscoelastic behavior also in the transient conditions.     

地震断裂带温度测井评价——以ODP186航次为例

根据ODP186航次的温度测井资料,对日本海沟地震断裂带进行研究。利用温度测井数据求取地温梯度,由放射性资料计算生热率,进而分析地震断裂带和温度以及生热率的关系。结果表明,在破裂带处由于冷却泥浆侵入影响,使得所测温度相对平衡地层状态偏低,在断裂带之上的地层地温梯度随深度衰减,在破裂带之下地层地温梯度随深度缓慢增加;在破裂带处,裂缝间含有黏土,含有的放射性元素比较高,因此,在破裂带比较多的地层生热率也会增大,反之亦然。总之,地温梯度在宏观上指示了断裂的分布范围,而生热率在微观上反映了破裂带的分布特征。     

锚拉抗滑桩及锚喷技术联合应用于快速滑动的滑坡防护加固工程

以桂林—阳朔高速公路K2542+750～810上边坡滑坡防护治理工程为例,介绍了锚拉抗滑桩及锚喷技术联合应用于治理快速滑动的滑坡的应用情况。滑坡体主要由断层破碎带岩土组成,具有地质构造复杂、岩石破碎、残坡积土孔隙大、雨季地下水丰富、滑坡体岩石成分复杂、力学性能差异大、正处于快速滑移阶段等特点;在滑坡防护加固工程的设计和施工中采用该技术方法等综合措施,解决了突出的问题,并取得了良好的经济效益和社会效果。     

潼峪金矿区成矿断裂构造特征

潼峪金矿区发育过冲剪滑型、平移剪张型和平移剪滑型三种不同性质、不同方向成矿断裂,分布在金罗斑背形的不同部位,其形成有先后差异,但变形环境大体相同,具脆-韧性变形特征。空间上一般不超越褶皱主体。三类断裂中,前两者具石英脉型金矿化,后者形成构造蚀变岩型及小规模石英脉型金矿化。矿化差异与断裂产出的褶皱部位及其相应的应力应变条件的不同有关。     

Cohesive Crack Analysis of Toughness Increase Due to Confining Pressure

Apparent fracture toughness in Mode I of microcracking materials such as rocks under confining pressure is analyzed based on a cohesive crack model. In rocks, the apparent fracture toughness for crack propagation varies with the confining pressure. This study provides analytical solutions for the apparent fracture toughness using a cohesive crack model, which is a model for the fracture process zone. The problem analyzed in this study is a fluid-driven fracture of a two-dimensional crack with a cohesive zone under confining pressure. The size of the cohesive zone is assumed to be negligibly small in comparison to the crack length. The analyses are performed for two types of cohesive stress distribution, namely the constant cohesive stress (Dugdale model) and the linearly decreasing cohesive stress. Furthermore, the problem for a more general cohesive stress distribution is analyzed based on the fracture energy concept. The analytical solutions are confirmed by comparing them with the results of numerical computations performed using the body force method. The analytical solution suggests a substantial increase in the apparent fracture toughness due to increased confining pressures, even if the size of the fracture process zone is small.     

江西省会昌县淘锡坝大型锡矿床构造控矿机制探讨

淘锡坝锡矿床是近年探明储量达大型的锡矿床,是一种新的锡矿类型-隐爆层间裂隙带型。文章介绍了该矿床的地质特征和矿化特征,对矿区的构造进行了重点解剖,对构造控矿机理进行了探讨,提出火山机构及北东向断裂是矿区的控岩构造,控制了白垩纪成矿花岗岩体的侵入就位。而火山岩中大范围的隐爆层间裂隙带是良好的容矿构造,矿体赋存其中呈似层状,局部膨大形成厚达数十米的＂锡矿包＂。通过研究构造与矿化富集的内在联系,总结了该矿床的成矿规律。     

A new scheme for numerical modelling of flow and transport processes in 3D fractured porous media

The objective of this work is to develop a new numerical approach for the three-dimensional modelling of flow and transient solute transport in fractured porous media which would provide an accurate and efficient treatment of 3D complex geometries and inhomogeneities. For this reason, and in order to eliminate as much as possible the number of degrees of freedom, the fracture network, fractures and their intersections, are solved with a coupled 2D–1D model while the porous matrix is solved independently with a 3D model. The interaction between both models is accounted for by a coupling iterative technique. In this way it is possible to improve efficiency and reduce CPU usage by avoiding 3D mesh refinements of the fractures. The approach is based on the discrete-fracture model in which the exact geometry and location of each fracture in the network must be provided as an input. The formulation is based on a multidimensional coupling of the boundary element method-multidomain (BEM-MD) scheme for the flow and boundary element dual reciprocity method-multidomain (BE-DRM-MD) scheme for the transport. Accurate results and high efficiency have been obtained and are reported in this paper.     

阿尔金断裂东端破裂生长点的最新构造变形*

阿尔金断裂与祁连山北缘断裂的交汇部位是阿尔金断裂向东扩展的新破裂生长点,两断裂构造与新生的红柳峡断裂构成似三联点构造。破裂生长点附近的最新构造变形表现为:阿尔金断裂的旋转隆升和向北扩展;祁连山北缘断裂的逆冲推覆兼右旋走滑;红柳峡断裂的挤压拖曳弯曲,它们共同受制于青藏高原的强烈隆升和向外扩张作用。推测阿尔金断裂自西而东的破裂扩展就是似三联点构造逐一形成而又被切割贯通的过程。阿尔金断裂以蠕滑活动为主,2002年玉门地震与祁连山北缘逆冲断裂及其伴生的调节断层的活动相关。     

The fracture characteristic of the 1989 Datong-Yanggao earthquake sequence

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超高密度电阻率法在岩溶及破碎带探测中的应用

结合工程实例,介绍了超高密度电阻率法在勘探岩溶及破碎带中的应用,总结了数据采集过程中的注意事项,并将成果与钻孔资料作了对比分析.结果表明,该方法在岩溶及破碎带的分布位置、大小、埋藏深度及发育情况等方面的勘察上都取得了较好的效果,是一种能有效提高工程勘察精度的物探方法.