首页 | 本学科首页   官方微博 | 高级检索  
     

三维非连续变形分析(3D DDA)理论及其在岩石边坡失稳数值仿真中的应用
引用本文:吴建宏,大西有三,石根华,西山哲. 三维非连续变形分析(3D DDA)理论及其在岩石边坡失稳数值仿真中的应用[J]. 岩石力学与工程学报, 2003, 22(6): 937-942
作者姓名:吴建宏  大西有三  石根华  西山哲
作者单位:1. 京都大学土木工程学院,京都,606-8501,日本
2. 流形工程公司,加利福尼亚,94002,美国
摘    要:在3D DDA中,分析的块体是由岩体内部实际存在的不连续面切割而成。在计算过程中,利用块体的几何关系正确地寻找出可能产生接触碰撞的块体,并在块体接触时利用接触弹簧来评估接触面法线方向的接触力:另外,在剪切方向则遵守摩尔-库仑破坏准则,最后以独创的开合迭代方法来保证每一计算步长具有较准确的接触力和解算的收敛性。计算的结果与位于日本天鸟桥西的现场监测影像进行对照后发现,此新计算法可以高精度地预测岩体失稳过程。—

关 键 词:岩石 边坡微小裂纹的形成 数值计算 三维非连续变形 数值仿真 大位移
文章编号:1000-6915(2003)06-0937-06
收稿时间:2002-07-01
修稿时间:2002-07-01

THREE DIMENSIONAL DISCONTINUOUS DEFORMATION ANALYSIS (3D DDA) AND ITS APPLICATION TO THE ROCK SLOPE TOPPLING
Wu Jian-Hong,Ohnishi Yuzo,Shi Genhua,Nishiyama Satoshi. THREE DIMENSIONAL DISCONTINUOUS DEFORMATION ANALYSIS (3D DDA) AND ITS APPLICATION TO THE ROCK SLOPE TOPPLING[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6): 937-942
Authors:Wu Jian-Hong  Ohnishi Yuzo  Shi Genhua  Nishiyama Satoshi
Abstract:Numerical simulations are very important to the disaster preventions in rock slope engineering, and many researchers pay attention to the developments and applications of numerical analysis methods in this field recently, because of the developments of computer science. In order to simulate the behaviors of rock slopes with discontinuities more precisely, the numerical method is required to consider the effects of distributions of discontinuities, terrains, contacts among blocks and the large displacements in three dimensions. In this paper, both the theory of three dimensional discontinuous deformation analysis(3D DDA) and its application to simulate rock slope failure problems are discussed. DDA belongs to the discrete numerical analysis methods, and the contact judgment and contact force computation should be concerned. The contact forces are produced when blocks contact to each other. Usually, normal contact spring is employed to calculate the normal contact forces to prevent blocks from penetrating to each other during contacts, and the normal contact spring is deleted when blocks are leaving. In addition, the failure along discontinuous surfaces can be simulated easily by applying the Mohr-Coulomb failure criterion. The appropriate contact spring arrangement in 3D DDA follows the criterion of 'no-penetration and no-tension' to obtain correct contact forces during contacts. The new approach has been successfully applied to simulate a rock slope toppling at Amatoribashi-nishi site in Japan. The simulation results are quite good in agreement with the video pictures obtained from the field. It is believed that the simulation is very helpful on investigation of the failure mechanism and process, and can provide useful knowledge to study the similar events in future.
Keywords:numerical computation   three dimensional discontinuous deformation analysis   rock slope   numerical simulation   large displacement
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号