Extension of the Griffith's fracture criteria to saturated clays     

K.M. Dgu  M. Souli  B. Ladanyi 《国际地质力学数值与分析法杂志》2003,27(4):275-288

Inglis [1] has solved the problem of distribution of stress in an elastic plate around an elliptical hole. His works clarify the role of cracks in the failure of an elastic material. However, his solution cannot be applied to saturated clay because he considers only total stresses, while, in saturated clay, the criterion of rupture should be expressed in terms of effective and not total stresses. The solution of Atkinson and Craster [2] using Biot's poroelasticity theory, shows that there is no high pore pressure in the vicinity of the crack tips for saturated clay. The major difference between this approach and the Biot's theory of is that, in saturated clay, strain is a function of the variation of the effective stress [3], while, in poroelastic media, strain is only a function of the variation of the total stress [4, Equation 2.2]. Also in their solution there is continuity between the pore fluid and the inner fluid in the crack. Their solution is valid for poroelastic media involving a movement of the pore fluid. In our solution there is no movement of the pore fluid (Undrained condition). In this paper we have solved the same problem as Inglis [1], but for the particular case of saturated clay obeying elastic law. By solving this problem we obtained the expressions for pore pressure, effective stress, total stress and displacements. The results show that not only the total stress but also the pore pressure and the effective stress are also high in the vicinity of the crack tips. A new failure criterion, based on Griffith's strain energy principle [5] and maximum tensile stress [6], valid for saturated clay is developed in this paper. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

浅谈桂林市新解放桥工程地质勘察及桥基处理     

牟春梅 《南方国土资源》2001,14(4):79-82

随着桂林市经济和旅游业的发展 ,交通量大幅度的增加 ,原解放桥所能承受的荷载已远远超过它的设计标准 ,加上桥基和桥面已有不同程度的破损 ,建设新的解放桥已势在必行。文章就新解放桥场地的工程地质条件、存在的工程地质问题及所进行的工程地质评价和桥基处理情况作简要介绍。  相似文献   

滚动轴承内外圈滚道的磁力研磨研究     

张世亮 《广东海洋大学学报》1994,(1)

采用直流励磁装置、磁性磨料及工件共同构成磁加工系统。磁性磨料在磁场的作用下，对轴承内、外圈滚道以磁刷的形式进行研磨。由于磨料的可流动性，加工时既能满足对被加工表面粗糙度的加工要求，又能较好地保持工件原有的形位精度；且加工后在被加工表面形成一定的压应力，使工件的抗疲劳强度提高，使用寿命延长。  相似文献   

长江三峡及邻区板内中强地震的孕震动力学分析     

张秋文 《大地测量与地球动力学》1994,(4)

本文在研究长江三峡及邻区地壳─上地幔结构和现今地壳重力场基础上，分析了该区板内中强地震的孕震动力学过程，探讨了整体上相对稳定的长江三峡及邻区孕育和发生中强地震的动力学机制，并提出了该区板内中强地震预测的动力学标志。  相似文献   

推覆构造滑脱层有限变形力学分析     

杨成永 《大地测量与地球动力学》1993,(4)

本文根据推覆构造滑脱层的变形特点,运用以S—R分解定理为基础的有限变形力学理论,研究了断坪与断坡滑脱层的变形场特征。用全量及增量方法逆解求出了变形滑脱层所受的边界外力;利用变形场与应力场的分析结果,给出了推覆构造在拆离时推覆席体的推移距离及作用推力的简捷计算公式。  相似文献   

Effects of applied stress on effective elastic anisotropy in cracked solids     

Evgenyi M. Chesnokov  Sergei V. Zatsepin 《Geophysical Journal International》1991,107(3):563-569

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论新时期地下水经营管理新使命     

李佩成 《地球科学与环境学报》2001,23(2):1-5

在1994年发表的试论地下水研究面临的历史转变的基础上，面对新世纪创造新辉煌的期盼，论述了新的历史时期地下水开发与经管面临的转变和任务有8项即地下水开发与经管的指导思想要从比较放任，转变到高效利用与永续经营；在三水统观统管联合运用中要把地下水作为珍贵后备资源和抗旱的救命水资源加以利用；要把保护水质不受污染作为地下水管理的重大方面，要对含水层进行脆弱性分区管理；要建立和完善包括水位、水质动态观测在内的水环境综合观测网站，加强对地下水的全面观测；要认真总结前50年的地下水开发利用及管理工作，制定未来30年的地下水事业发展规划；要完善地下水开发利用保护法规；理顺地下水专业人才的培养渠道，认真培养地下水领域的高级专门人才；加强讯息网建设，在不断提高地下水科技水平的同时，重视科普宣传工作。  相似文献   

辽河油田曙一区杜84块兴隆台油层构造应力场研究     

苏生瑞  张靖宇  毛彦龙 《地球科学与环境学报》2001,23(1):11-15

根据辽河油田已有地层、构造资料，研究了杜84块构造格架、主要断裂特点，在此基础上,建立了构造应力场模拟的三维地质模型，用3D-σ软件进行了构造应力场三维有限元模拟研究。其结果表明，杜84块油层受构造应力状态为最大和中间主应力近水平，最小主应力垂直。在此应力场作用下，区内断层运动方式为正断兼水平扭动。三维有限元模拟计算结果表明，沿断层带均发生压应力和剪应力集中现象,从而有利于断层发生扭张性运动。位移分析表明，有明显的呈阶梯状组合的正断位移。据破坏率分析，在现有应力场作用下，油层所在岩体局部会产生裂缝。  相似文献   

A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials     

Claudio Tamagnini  Riccardo Castellanza  Roberto Nova 《国际地质力学数值与分析法杂志》2002,26(10):963-1004

An extended version of the classical Generalized Backward Euler (GBE) algorithm is proposed for the numerical integration of a three‐invariant isotropic‐hardening elastoplastic model for cemented soils or weak rocks undergoing mechanical and non‐mechanical degradation processes. The restriction to isotropy allows to formulate the return mapping algorithm in the space of principal elastic strains. In this way, an efficient and robust integration scheme is developed which can be applied to relatively complex yield surface and plastic potential functions. Moreover, the proposed algorithm can be linearized in closed form, thus allowing for quadratic convergence in the global Newton iteration. A series of numerical experiments are performed to illustrate the accuracy and convergence properties of the algorithm. Selected results from a finite element analysis of a circular footing on a soft rock layer undergoing chemical weathering are then presented to illustrate the algorithm performance at the boundary value problem level. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

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李红  陈连旺  李玉江 《大地测量与地球动力学》2008,28(2):39-44

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