急倾斜煤层开采地表沉陷的渐近灰色预测   总被引：5，自引：0，他引：5  

张东明  尹光志  刘见中  魏作安 《中国地质灾害与防治学报》2004,15(1):82-85

煤层开采所引起的地表沉陷是一种严重的矿区地质灾害。煤层的倾角、厚度等物理条件是地表沉陷的主要影响因素。在水平煤层或缓倾斜煤的开采过程中，由于地层倾角小，地表沉陷具有较完整的规律性，其预测效果也比较理想。但是，在急倾斜煤层的开采中，由于地层倾角较大，赋存条件和地质体物理力学性质的差异，增强了地表下沉的非线性特征，使地表沉陷具有不确定的表现规律。文章对重庆市南桐矿区东林矿的地表沉陷非线性特征进行了探讨，得到了东林煤矿地表下沉曲线的分形维数是1．07。在岩层移动这个系统当中，既含有已知的又含有未知的或非确定的信息，可以作为一个灰色系统来研究。岩层控制系统的状态、结构和边界条件难以精确描述，属本征性灰色系统。文章针对东林煤矿地表下沉曲线非线性较弱的性质，提出用一种基于GM(1，1)的渐近预测模型对东林煤矿42个月的地表下沉量时间序列进行探讨。结果表明，这种模型对急倾斜层开采地表沉陷的预测是一种行之有效的方法。通过对其他工程实例的应用分析，进一步证明这种渐近的灰色预测方法具有相对较高的精度，是一种比较实用的地表沉陷预测方法，具有广泛的工程实用空间。  相似文献   

3-D rheologic model of earthquake preparation (II): Strain field and its applications     

宋治平  尹祥础  梅世蓉 《地震学报(英文版)》2004,17(2):131-143

Introduction Based on the elastic theory of the hard inclusion (Dobrovolskii, 1991), we developed an inclusion theory of rheologic medium, and applied the results of bulk-strain field of a rheologic inclusion model to explain the spatial-temporal evolution process of earthquake precursors (SONG, et al, 2000). In the former paper (SONG, et al, 2003), we derived the viscoelastic displacement field of the rheologic inclusion model on the basis of the analytic expression of displacement field o…  相似文献   

Optimal design of viscoelastic dampers using eigenvalue assignment   总被引：1，自引：0，他引：1  

Sang‐Hyun Lee  Dong‐In Son  Jinkoo Kim  Kyung‐Won Min 《地震工程与结构动力学》2004,33(4):521-542

In this study a procedure for determining the optimum size and location of viscoelastic dampers is proposed using the eigenvalue assignment technique. Natural frequencies and modal damping ratios, required to realize a given target response, are determined first by the convex model. Then the desired dynamic structural properties are realized by optimally distributing the damping and stiffness coefficients of viscoelastic dampers using non‐linear programming based on the gradient of eigenvalues. This optimization method provides information on the optimal location as well as the magnitude of the damper parameters. The proposed procedure is applied to the retrofit of a 10‐story shear frame, and to a three‐dimensional structure with an asymmetric plan. The analysis results confirm that the responses of model structures retrofitted by the proposed method correspond well with the given target response. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Dynamic response of partially sealed circular tunnel in viscoelastic saturated soil   总被引：1，自引：0，他引：1  

Kang-he Xie  Gan-bin Liu  Zu-yuan Shi 《Soil Dynamics and Earthquake Engineering》2004,24(12):1003-1011

Based on Biot's wave equation, dynamic response of a circular tunnel with partially sealed liner in viscoelastic saturated soil is investigated. By introducing two scalar potential functions, the analytical solutions of stresses, displacements and pore pressure induced by axisymmetric gradually applied step load are derived in Laplace transform domain. Numerical results are obtained by inverting Laplace transform presented by Durbin and used to analyze the influences of partial permeable property of boundary and viscoelastic damping coefficient of soil on dynamic response of the tunnel. It is shown that the attenuation of radial displacement appeared with the increase of viscoelastic damping coefficient of soil, and relative rigidity of liner and soil, and the influence of partial sealing property of boundary on stresses, displacements and pore pressure is remarkable. The available solutions of permeable and impermeable boundary conditions are only two extreme cases of this paper.  相似文献   

Numerical modelling method for wave propagation in a linear viscoelastic medium with singular memory   总被引：1，自引：0，他引：1  

Jian-Fei Lu  Andrzej Hanyga 《Geophysical Journal International》2004,159(2):688-702

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Viscoelastic–afterslip concurrence: a possible mechanism in the early post-seismic deformation of the M_w 7.6, 1999 Chi-Chi (Taiwan) earthquake     

Shyh-Yang Sheu  Chiou-Fen Shieh 《Geophysical Journal International》2004,159(3):1112-1124

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中国海相油气田勘探实例(之一) 四川盆地罗家寨大型气田的发现和探明   总被引：21，自引：4，他引：21  

冉隆辉  陈更生  徐仁芬 《海相油气地质》2005,10(1):43-47

罗家寨气田发现于2000年,是四川盆地迄今为止发现的储量规模最大的一个气田,2002年探明储量为581.08×108m3。其下三叠统飞仙关组储层由碳酸盐岩蒸发台地边缘优质鲕粒滩白云岩构成,圈闭面积大,构造幅度高,具有一定的埋藏隐蔽性。论述了气田的发现和探明过程,气藏地质的特征,以及对碳酸盐岩气藏勘探的启示。  相似文献   

内蒙古大青山-乌拉山地区孔兹岩系的早期变质地层结构——下地壳近水平顺层滑脱变形的产物   总被引：4，自引：0，他引：4  

徐仲元刘正宏  杨振升 《地层学杂志》2005,29(11):423-432

近年来孔兹岩系作为高级变质岩区一套特征性的变质沉积岩石组合而受到广泛关注，但其变质地层结构及其相关的构造作用和构造样式还不为人所了解。通过对内蒙古大青山一乌拉山地区以孔兹岩系发育为特征的高级变质杂岩的研究发现，区内孔兹岩系自下而上由3个岩石地层单位组成：榴云片麻岩岩组、透辉片麻岩岩组和大理岩岩组，表现出由细碎屑沉积-碎屑沉积和钙质化学沉积的混合物-镁质碳酸盐组成的沉积旋回。这些变质地层不仅遭受到具有近等温降压顺时针P-T演化特征的麻粒岩相变质作用的改造，同时，还遭受到近水平顺层滑脱变形构造、穹-褶构造和近东西向陡倾叶理带这三种构造形式为主的多期变形的改造。由此，这些变质地层在空间上多以不规则条带状、不规则团块状或透镜状形式出露，同时，各地层单位在空间上具有“犬牙交错，参差产出”，“岩层缺失，隔层相触”的特征。研究结果表明，区内孔兹岩系目前的产出状态及“犬牙交错，参差产出”的特征是穹-褶构造尤其是近东西向陡倾叶理带叠加改造的结果，在消除其改造的影响后可以确定，由于近水平顺层滑脱变形改造的结果，这些变质地层发生“岩层缺失，隔层相触”，在空间上表现为以近水平的长轴近东西向的扁豆体堆叠而成的早期变质地层结构，这是高级变质地层所特有的变质地层结构。  相似文献   

EXPLORATION ENGINEERING     

《Abstract of Chinese Geological Literature》2014,(3)

正20141864 Deng Mengchun(Institute of Exploration Technology,CAGS,Chengdu 611734,China);Huang Shenghui Rock Sample Collection and Division Technologies for Air Reverse Circulation Sampling Drilling(Exploration Engineering,ISSN1672-7428,CN11-5063/TD,40(7),2013,p.73-76,80,16 illus.,5 refs.)  相似文献   

Vertical vibration of a rigid strip footing on viscoelastic half-space     

Changjie Zheng  Lubao Luan  George Kouretzis  Xuanming Ding 《国际地质力学数值与分析法杂志》2020,44(14):1983-1995

This paper presents an analytical method for modeling the dynamic response of a rigid strip footing subjected to vertical-only loads. The footing is assumed to rest on the surface of a viscoelastic half-space; therefore, effects of hysteretic soil damping on the impedance of the foundation and the generated ground vibrations are considered in the solution. To solve the mixed boundary value problem, we use the Fourier transform to cast a pair of dual integral equations providing contact stresses, which are solved by means of Jacobi orthogonal polynomials. The resulting soil and footing displacements and stresses are obtained by means of the Fourier inverse transform. The solution provides more realistic estimates of footing impedance, compared to existing solutions for elastic soil, as well as of the attenuation of ground vibrations with distance of the footing. The latter is important for the estimation of machine vibration effects on nearby structures and installations.  相似文献