DEM analysis of the crack propagation in brittle clays under uniaxial compression tests   总被引：2，自引：0，他引：2  

Luis F. Vesga  Luis E. Vallejo  Sebastian Lobo‐Guerrero 《国际地质力学数值与分析法杂志》2008,32(11):1405-1415

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Numerical estimation of REV and permeability tensor for fractured rock masses by composite element method   总被引：2，自引：0，他引：2  

S.‐H. Chen  X.‐M. Feng  S. Isam 《国际地质力学数值与分析法杂志》2008,32(12):1459-1477

The Monte Carlo method is used to generate parent stochastic discrete fracture network, from which a series of fractured rock samples of different sizes and orientations are extracted. The fracture network combined with a regular grid forms composite element mesh of the fractured rock sample, in which each composite element is composed of sub‐elements incised by fracture segments. The composite element method (CEM) for the seepage is implemented to obtain the nodal hydraulic potential as well as the seepage flow rates through the fractured rock samples. The application of CEM enables a large quantity of stochastic tests for the fractured rock samples because the pre‐process is facilitated greatly. By changing the sizes and orientations of the samples, the analysis of the seepage characteristics is realized to evaluate the variation of the permeability components, the existence of the permeability tensor and the representative element volume. The feasibility and effectiveness are illustrated in a numerical example. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Biaxial test simulations using a packing of polygonal particles   总被引：1，自引：0，他引：1  

A. A. Peña  A. Lizcano  F. Alonso‐Marroquin  H. J. Herrmann 《国际地质力学数值与分析法杂志》2008,32(2):143-160

The mechanical response of cohesionless granular materials under monotonic loading is studied by performing molecular dynamic simulations. The diversity of shapes of soil grains is modelled by using randomly generated convex polygons as granular particles. Results of the biaxial test obtained for dense and loose media show that samples achieve the same void ratio at large strains independent of their initial density state. This limit state resembles the so‐called critical state of soil mechanics, except for some stress fluctuations, which remain for large deformations. These fluctuations are studied at the micro‐mechanical level, by following the evolution of the co‐ordination number, force chains and the fraction of the sliding contacts of the sample. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Flexural isostatic response of the Alps to increased Quaternary erosion recorded by foreland basin remnants,SE France     

Jean‐Daniel Champagnac  Peter Van Der Beek  Gaël Diraison  Samuel Dauphin 《地学学报》2008,20(3):213-220

We test the hypothesis that flexural isostatic compensation of the mass removed by enhanced Quaternary erosion is responsible for uplift of the Western European Alps and their forelands. We use two well‐preserved and well‐dated (1.8 Ma) abandonment surfaces of foreland basin remnants in SE France (the Chambaran and Valensole plateaux) as passive benchmarks for tilting of the foreland. Estimating their initial slope from morphometric scaling relationships, we determine bulk post‐depositional tilting of 0.5–0.8% for these surfaces. The calculated isostatic response of the Alpine lithosphere to erosional unloading, using the method recently proposed by Champagnac et al. [Geology 35 (2007) 195–198] , yields a predicted tilting of 0.3–0.4% in the considered areas, explaining approximately half of the determined post‐depositional tilting. Such long‐term deformation being insensitive to cyclic loading/unloading because of glaciations, we suspect the other half to be related to as yet undetermined long‐wavelength and long‐lived tectonic process(es).  相似文献   

基于主成分分析的东江流域水资源承载能力评价   总被引：5，自引：1，他引：4  

王好芳  窦实 《水文》2008,28(4)

本文分别介绍了主成分分析法的原理和算法,并将其运用到东江流域水资源承载能力评价中,并且与模糊综合评价结果进行比较。结果表明：两评价方法的评价结果都是东江流域水资源承载能力呈现中上游高下游低的分布趋势,对此提出水资源可持续利用的对策,以促进流域水资源与社会经济的协调发展。  相似文献   

Geomagnetic multipoles, 1829 to 1960     

Denis E. Winch  Leónidas Slaucitajs 《Pure and Applied Geophysics》1966,63(1):121-132

Summary Using the results of spherical harmonic analyses of the geomagnetic field for some fourteen different epochs, includingGauss' first analysis for epoch 1835, and theErman-Petersen analysis for epoch 1829, the strength and axes of geomagnetic multipoles have been computed. In particular, a dipole from the three first order spherical harmonic coefficients, a quadrupole from five second order coefficients, and an octupole from seven third order coefficients. The axes of the quadrupole and octupole have moved quite rapidly when compared with movements of the dipole axis, and show a general movement westwards. Although the strength of the dipole has generally diminished, the strengths of the quadrupole and octupole have generally increased.On leave National University of La Plata, Argentina  相似文献   

Inhomogeneous substrate analysis using EM300 backscatter imagery   总被引：2，自引：0，他引：2  

Yves Le Gonidec  Geoffroy Lamarche  Ian C. Wright 《Marine Geophysical Researches》2003,24(3-4):311-327

Backscatter reflectivity from multibeam echo-sounders provides a powerful tool to efficiently characterize seafloor substrates. A comprehensive EM300 bathymetric and backscatter survey has been completed of Cook Strait, in central New Zealand. This paper presents a detailed analysis of the realtime corrections applied to the raw EM300 multibeam data and additional corrections required to compute angular variations of the backscatter strength. The corrections, including the local absorption coefficient, the influence of seafloor topography and sound refraction in the water column, are determined for different Cook Strait seafloor substrates. Modifying MB-System software code, we extracted the backscatter signal parameters in order to quantify the raw backscatter strength and apply additional processing. Profiles of backscatter strength versus incidence angle were computed for a variety of sites characterized by flat seafloor and homogeneous substrates, and for which ground-truth data were available. For each homogeneous site, different but characteristic backscatter profiles are observed that can be interpreted in terms of sediment facies. To analyze heterogeneous substrates, we present a statistical technique, based on a 3-dimensional distribution of (incidence angle, backscatter strength) couples that preserves geological information of the substrate components. This analysis, using backscatter data acquired on a submarine volcano, north of New Zealand, clearly differentiates soft sediments and lava flows within a heterogeneous substrate.  相似文献   

Thickening of the oceanic layer in the Pacific Ocean     

J. Goslin  P. Beuzart  J. Francheteau  X. Le Pichon 《Marine Geophysical Researches》1972,1(4):418-427

A statistical analysis of published seismic refraction results in the Pacific Ocean confirms the existence of a progressive thickening of the oceanic layer with age, following an inverse exponential law. There is no strong indication in the Pacific data of an increase in the thickness of layer 2 with decreasing spreading rate.Contribution No. 93 of the Département Scientifique of the Centre Océanologique de Bretagne, B.P. 337, 29200, Brest, France.  相似文献   

长江三峡工程对长江口外流场的影响     

乐肯堂 《海洋科学集刊》1992,(33):37-50

长江三峡枢纽工程是综合开发利用长江水利资源的一项举世瞩目的大工程，建成后将对我国社会主义建设带来巨大的经济效益。但是，也必须考虑到它对长江下游流域以至河口及其邻近海域的生态环境带来的影响。因此，必须在工程建设之前进行深入研究。 根据“三峡工程对长江河口区生态与环境的影响和对策”这一课题的要求，本文就三峡工程对长江口区流场的影响作一初步分析。  相似文献   

清水沟流路期间黄河三角洲区潮波运动的模拟和预测     

乐肯堂  刘兴泉  郝琰  于康玲 《海洋科学集刊》2001,(43):13-24

为了探讨黄河三角洲附近潮波运动的变化特征，乐肯堂等(1995)用二维数值模式模拟了1855-1984年该海区的潮汐和潮流的分布变化，并着重考察了M2和S2分潮的无潮点，以及规则全日潮区的位置变化。乐肯堂等(1995)的研究表明，黄河尾闾的摆动以及由此而造成的黄河三角洲之进退，是该海区潮波特征发生变化的主要外因。自从1976年黄河尾闾改道清水沟以来，该流路已稳定运行了20多年，由此造成了河口附近沙嘴不断向莱州湾内延伸，因而对该区的潮波分布特征产生了显著影响。从黄河三角洲区的经济可持续发展和海洋生态环境的可持续发展的目的出发来规划今后黄河尾闾的走向，就必须对以下两个问题进行深入研究：(1)清水沟流路是否还能长期稳定下去；(2)如果清水沟流路长期稳定不变，并且按照清水沟流路期间黄河三角洲向莱州湾推进的方式来推演10a后黄河三角洲的形势，那么到2010年该区的潮波运动将会发生什么变化。为此，在本文中我们仍然采用乐肯堂等(1995)已经过验证的数值模式和数值预的方法对上述问题作初步探讨。  相似文献