Modelling the internal stress field in argillaceous rocks under humidification/desiccation     

L.L. Wang  A. Pouya  M. Bornert  B. Halphen 《国际地质力学数值与分析法杂志》2014,38(16):1664-1682

This paper deals with analytical and numerical modelling of the internal stress generated in argillaceous rocks during humidification/desiccation processes, which is an essential issue for damage study. This local stress field arises from two mechanisms: (i) complex interactions between free swelling/shrinking clay matrix and non‐strained inclusions of carbonate and quartz and (ii) a self‐restraint effect induced by the moisture gradient during the transient moisture exchange process. The inclusion–matrix interaction is investigated in different cases. Firstly, the analytical solution of the stress around a cylindrical inclusion embedded in an infinite swelling matrix is derived: The inclusion would suffer tension (compression) under humidification (desiccation), and the resulting cracking patterns are discussed. Then, the problem of two inclusions with different distances in an infinite swelling matrix is considered, and it is shown that the local stress around an inclusion will be perturbed and amplified by neighbouring inclusions. Finally, an inclusion outcropping at the free surface of a swelling matrix is modelled as to investigate the effect of free surface: The inclusion–matrix interface undergoes shear stresses of which the maximum is found at the free surface. In addition to the inclusion–matrix interaction, the self‐restraint effect is investigated: The induced stress is maximal at the beginning of humidification/desiccation processes and vanishes gradually with time. The quantity of the self‐restraint stress is strongly controlled by the hydric loading rate. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

“房桥合一”铁路客站抗震计算的快速高效多维虚拟激励法          下载免费PDF全文

徐汉勇  余志武 《地震工程学报》2018,40(3):438-443

针对"房桥合一"铁路客站节点数多、空间相互作用显著等特点,利用沿结构整体坐标系方向功率谱的表达式和合理谱强度因子的确定方法,提出能合理考虑地震激励输入角度变化的快速多维虚拟激励法,并以天津西站Ⅱ区作为工程案例,对利用快速多维虚拟激励法、时程响应分析法和已有虚拟激励法的计算结果进行比较。结果表明:三种算法的计算结果吻合较好,证明快速多维虚拟激励法的计算值是合理的;且与已有虚拟激励法相比、快速多维虚拟激励法的计算效率显著提高,更适合于"房桥合一"铁路客站的抗震计算。  相似文献   

砌体和钢混结构建筑群的破坏概率模型研究          下载免费PDF全文

王磊  孙海  高惠瑛  姜慧 《世界地震工程》2018,34(3):146-152

通过对已有震害预测的易损性矩阵进行研究，对目前易损性矩阵的概率模型进行了修改。分析了华南地区建筑群的3种主要结构类型:钢混结构，砖混结构和砖木结构。将3种结构在各种烈度下的破坏状态分别进行了拟合和参数计算，针对其差异性提出了偏态分布和正态分布，给出了不同的破坏概率模型。在广东省惠州市数据的验算下，证明了对于砌体和钢混建筑群易损性矩阵的呈现有一定的参考意义。  相似文献   

虚拟仿真技术在地质学中的应用     

强伟帆  郭艳军  周哲  周勇义 《高校地质学报》2020,26(4):464-471

得益于计算机技术、人工智能技术、多媒体技术、传感器技术等的迅速发展，虚拟仿真在科学领域已经得到了广泛的应用并具有巨大的市场需求。在地质学中，国内外高校已经将虚拟仿真技术应用到教学中，使其打破了传统教学的时空限制。但目前虚拟仿真在该领域的应用还存在场景内容欠缺，交互感不足，细节展示不够等问题。为能够进一步拓展虚拟仿真技术在地质学中的应用思路，文章对虚拟仿真技术在多个科学学科中的应用情况进行研究，介绍了面向地学的综合型、国际化的沉浸式虚拟仿真实验室实例。综合型的地学虚拟仿真实验室的建立，将深度融合地学与虚拟仿真技术，为多学科交叉融合、国际化教学等未来的教学发展方向提供更有效的平台。  相似文献   

鄂尔多斯盆地南缘黄陵地区煤铀兼探钻孔数据集成与三维地质模型构建          下载免费PDF全文

张云  张天福  孙立新  程银行  张祺  王少轶  程先钰  周小希 《中国地质》2020,47(S1):231-240

鄂尔多斯盆地南缘黄陵地区铀成矿前景良好。中国地质调查局在该地区组织实施了含铀岩系三维地质调查工作，以寻找可地浸砂岩型铀矿找矿靶区为目标，采用“煤铀兼探”、“油铀兼探”的新思路，对煤田钻孔资料进行“二次开发利用”，开展勘查选区研究，完成了354口煤田钻孔（其中筛选出潜在砂岩型铀矿（化）孔49口）和21口铀矿验证钻孔（其中工业矿（化）孔16口）的数据采集建库，在此基础上建立了专题成果图集及三维地质模型。该数据库主要由含铀岩系地层厚度等值线图、砂体厚度等值线图、顶底板埋深等值线图、含砂率等值线图、放射性异常等值线图等专题成果图集和三维地质结构模型组成，为铀矿勘探开发提供了有利支撑和服务作用。  相似文献   

Transient seepage analysis in zoned anisotropic soils based on the scaled boundary finite‐element method          下载免费PDF全文

Mohammad Hossein Bazyar  Abbas Talebi 《国际地质力学数值与分析法杂志》2015,39(1):1-22

The scaled boundary finite‐element method, a semi‐analytical computational scheme primarily developed for dynamic stiffness of unbounded domains, is applied to the analysis of unsteady seepage flow problems. This method is based on the finite‐element technology and gains the advantages of the boundary element method as well. Only boundary of the domain is discretized, no fundamental solution is required and singularity problems can be modeled rigorously. Anisotropic and non‐homogeneous materials satisfying similarity are modeled with no additional efforts. In this study, firstly, formulation of the method for the transient seepage flow problems is derived followed by its solution procedures. The accuracy, simplicity and applicability of the method are demonstrated via four numerical examples of transient seepage flow – three of them are available in the literature. Homogenous, non‐homogenous, isotropic and anisotropic material properties are considered to show the versatility of the technique. Excellent agreement with the finite‐element method is observed. The method out‐performs the finite‐element method in modeling singularity points. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Macroscopic criteria for Green type porous materials with spheroidal voids: application to double porous materials          下载免费PDF全文

W. Q. Shen  J.‐F. Shao  D. Kondo 《国际地质力学数值与分析法杂志》2017,41(13):1453-1473

Combined effects of matrix plastic compressibility and void shape are investigated for ductile porous materials. To this end, a spheroidal volume containing a confocal spheroidal (prolate or oblate) void subjected to uniform strain rate boundary conditions has been first studied. A Green type matrix is chosen as a prototype for investigating effects of plastic compressibility. This is carried out by using a kinematics limit analysis theory from which a closed‐form expression of the macroscopic criterion is established for the considered class of materials. These results are then extended to ductile porous materials made up of a green matrix containing randomly oriented spheroidal voids. In the framework of a two‐step homogenization procedure, the obtained results are implemented to describe the macroscopic behavior of double porous materials involving spherical voids at the microscale and randomly oriented and distributed spheroidal voids at the mesoscale. For validation purpose, the new derived criteria are assessed and validated by comparing their predictions to available upper bounds and numerical data from literature. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Explicit integration of a porosity‐dependent hydro‐mechanical model for unsaturated soils          下载免费PDF全文

Yue Zhang  Annan Zhou 《国际地质力学数值与分析法杂志》2016,40(17):2353-2382

An adaptive substepping explicit integration scheme is developed for a porosity‐dependent hydro‐mechanical model for unsaturated soils. The model is referred to as the modified σ –Θ model in this paper, which features the employment of the subloading surface plasticity and the stress–saturation approach. On numerical aspects, convex/nonconvex subloading surfaces in the σ –Θ space may result in incorrect loading–unloading decisions during the integration. A new loading–unloading decision method is developed here to solve the problem and then embedded into the explicit integration scheme for the modified σ –Θ model. In addition, to enhance the accuracy of the explicit integration, local errors from both hydraulic and mechanical components are included in the error control for each substep. A drift correction method is also developed to ensure the state point lies on the subloading surface in the σ –Θ space within a set error level. The performance of the loading–unloading decision method for the modified σ –Θ model is discussed through comparing it with the conventional loading–unloading decision method. The importance of involving the hydraulic component in the error control is also demonstrated. The accuracy and efficiency of the proposed adaptive substepping explicit integration scheme for the modified p–Θ model are also studied via several numerical examples. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

1992年以来盐城滨海湿地植被动态变化研究     

张佳佳  沈永明 《海洋科学》2018,42(8):14-21

基于1992～2016年4个时相的遥感数据, 对盐城滨海川东港至梁垛河口岸段进行景观分类, 分析湿地植被类型及分布, 借助转移矩阵法探究滨海湿地植被的时空演变。结果表明: 茅草、芦苇、碱蓬, 米草为川东港至梁垛河口段主要湿地植被类型。1992～2016年植被总面积减少, 其中茅草几近消失殆尽; 芦苇、碱蓬面积持续缩减; 米草面积大幅增长。1992～2000年植被面积快速缩减, 大面积的茅草碱蓬地被开发为耕地; 2000～2009年养殖塘侵占湿地植被, 规模剧增。2009～2016年, 米草向海方向扩张的同时靠陆侧转变为养殖塘。川东港至梁垛河口的植被演变是自然和人为共同作用的结果。一方面受淤积型海岸影响, 另一方面受政策引导下的各类滩涂开发活动, 及互花米草的引种所带来的快速扩散的影响。本文研究结果为盐城滨海湿地管理与可持续发展提供理论参考。  相似文献   

A simplified nonlinear analysis method for piled raft foundation in layered soils under vertical loading     

Maosong Huang  Fayun Liang  Jie Jiang 《Computers and Geotechnics》2011

This paper presents a simplified nonlinear solution for piled raft foundations in layered soils under vertical loading. Based on the elastic–plastic analysis of a single pile in a layered soil, the shielding effect between a receiver pile and the soil is taken into account to modify the conventional interaction factor between two piles. An approximate approach with the concept of the interaction factor is employed to study the nonlinear behavior of pile groups with a rigid cap. Considering the variation of soil properties, the solution to multilayered elastic materials is used to calculate the settlement of the soil. The interactions between pile–soil–raft are taken into account to determine the stiffness matrix of the piled raft. By solving the stiffness matrix equations, the settlement and the load shared by the piles and raft could be obtained. Compared with results of the available published literatures, the proposed solution provides reasonable results.  相似文献