Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 35 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHENG Wen-hua, LIU De-jun. Discussion of discontinuous deformation simulation method based on secondary development of FLAC3D [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 197-202.
Citation: ZHENG Wen-hua, LIU De-jun. Discussion of discontinuous deformation simulation method based on secondary development of FLAC3D [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 197-202.
shu

Discussion of discontinuous deformation simulation method based on secondary development of FLAC3D

  • 1. Institute of Foundation Engineering China Academy of Building Research, State Key Laboratory of Building Safety and Built Environment, Beijing 100013, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: March 02, 2013
  • Published Date: July 18, 2013
    Graphical Abstract
    • Abstract
  • On the basis of Mohr model, a simulation of discontinuous deformation is studied using the FLAC3D inner interface model and the secondary development platform of the FISH language-compiles program included in FLAC3D software. The problem of dynamic modeling of interface elements in FLAC3D is solved, and uniaxial compression tests and comparative studies are carried out. The analytical results reveal that the discontinuous deformation simulation method based on FLAC3D is effective and feasible. The simulated results are similar to the experimental ones, and the proposed method can effectively catch the developing process of cracking. This study provides an new view for simulation of discontinuous deformation.
    • FullText(HTML)
    • References (1)
  • DING X L,FU J,DONG Z H,et al. Stability study on the surrounding rock of the underground powerhouse in Shuibuya project by DDA[C]// Proceedings of the 6th International Conference on Analysis of Discontinuous Deformation. Norway: Trondheim, 2003: 75-78.
    邬爱清,丁秀丽,陈胜宏,等. DDA方法在复杂地质条件下地下厂房围岩变形与破坏特征分析中的应用研究[J]. (岩石力学与工程学报), 2006, 25(1): 1-8.(WU Ai-qing,DING Xiu-li,CHEN Sheng-hong,et al. Researches on deformation and failure characteristics of an underground powerhouse with complicated geological conditions by DDA method[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1): 1-8. (in Chinese) )
    王 涛,陈晓玲,杨 建. 基于3DGIS 和3DEC 的地下洞室围岩稳定性研究[J]. (岩石力学与工程学报), 2005, 24(19): 3476-3481.(WANG Tao,CHEN Xiao-ling,YANG Jian. Study on stability of underground cavern based on 3DGIS and 3DEC[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(19): 3476-3481. (in Chinese))
    刘 宁,张春生,褚卫江. 深埋大理岩破裂扩展试件效应的颗粒流模拟[J]. (岩石力学与工程学报), 2011, 30(10): 1989-1996.(LIU Ning,ZHANG Chun-sheng,CHU Wei-jiang. Simulation time-dependent failure of deep marble with particle flow code[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10): 1989-1996. (in Chinese))
    BELYTSCHKO T,BLACK T. Elastic crack growth in finite elements with minimal remeshing[J]. Int J Numer Methods Engrg, 1999, 45: 601-620.
    MO?S N,DOLBOW J,BELYTSCHKO T. A finite element method for crack growth without remeshing[J].MO?S N, DOLBOW J, BELYTSCHKO T. A finite element method for crack growth without remeshing[J]. International Journal for Numerical Methods in Engineering, 1999, 46: 131-150.
    DAUX C,MO?S N,DOLBOW J,et al. MO?S N, DOLBOW J, et al. Arbitrary branched and intersecting cracks with the extended finite element method.
    余天堂. 扩展有限元法的数值方面[J]. (岩土力学), 2007, 28(增刊1): 305-310.(YU Tian-tang. Numerical aspects of the extended finite element method[J]. Rock and Soil Mechanics, 2007, 28(S1): 305-310. (in Chinese))
    方修君,金 峰. 基于ABAQUS平台的扩展有限元法[J].工程力学, 2007, 24(7): 6-10.(FANG Xiu-jun,JIN Feng. Extended finite element method based on ABAQUS[J]. Engineering Mechanics, 2007, 24(7): 6-10. (in Chinese))
    陈卫忠,陈培帅,王 辉. 裂纹扩展过程的动态仿真技术[J]. (岩土力学), 2011, 32(增刊2): 573-579.(CHEN Wei-zhong,CHEN Pei-shuai,WANG Hui. Dynamic simulation technology for crack extension process[J]. Rock and Soil Mechanics, 2011, 32(S2): 573-579. (in Chinese))
    郭彦双. 脆性材料中三维裂隙断裂试验、理论与数值模拟研究[D]. 济南: 山东大学, 2007.
    赵 瑜,李晓红,顾义磊,等. 高应力区隧道围岩变形破坏的数值模拟及物理模拟研究[J]. (岩土力学), 2007, 28(增刊): 393-397.(ZHAO Yu,LI Xia-hong,GU Yi-lei,et al. Numerical simulation on deformation and failure of surrounding rock in high in-situ stress and its verification in physical model[J]. Rock and Soil Mechanics, 2007, 28(S0): 393-397. (in Chinese))
    肖红飞,何学秋,冯 涛,等. 基于FLAC3D模拟的矿山巷道掘进煤岩变形破裂力电耦合规律的研究[J]. (岩石力学与工程学报), 2005, 24(5): 812-817.(XIAO Hong-fei,HE Xue-qiu,FENG Tao,et al. Research on coupling laws between eme and stress fields during deformation and fracture of mine tunnel excavation by FLAC3D simulation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5): 812-817. (in Chinese))
    方恩权,蔡永昌,朱合华. 单轴压缩岩石不同边界裂纹扩展竖直模拟研究[J]. (地下空间与工程学报), 2009, 5(1): 100-104.(FANG Xiu-jun,CAI Yong-chang,ZHU He-hua. Numerical studies of crack propagation in free boundary shape under uniaxial compression[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(1): 100-104. (in Chinese))
    陈 沙,岳中琦,谭国焕. 基于真实细观结构的岩土工程材料三维数值分析方法[J]. (岩石力学与工程学报), 2006, 25(10): 1951-1959.(CHEN Sha,YUE Zhong-qi. Tan Guohuan. Actual mesostructure based three-dimensional numerical modeling method for heterogeneous geomaterials[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 1951-1959. (in Chinese))
    刘 波,韩彦辉. FLAC 原理、实例与应用指南[M].北京:人民交通出版社, 2005.(LIU Bo,HAN Yan-hui. Guideline for principle, example and application of FLAC[M].Beijing:China Communications Press, 2005. (in Chinese))
    Itasca. FLAC3D version 3.0 User’s manual[M]. Mineapolis ICG, 1997.
    DIEDERICHS M S. Instability of hard rock masses: the role of tensile damage and relaxation[D]. Waterloo, Canada: University of Waterloo, 2000.
    张晓平,王思敬,韩庚友,等. 岩石单轴压缩条件下裂纹扩展试验研究——以片状岩石为例[J]. (岩石力学与工程学报), 2011, 30(9): 1772-1781.(ZHANG Xiao-ping,WANG Si-jing,HAN Geng-you,et al. Crack propagation study of rock based on uniaxial compressive test—a case study of schistose rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(9): 1772-1781. (in Chinese))
    周国林,谭国焕,李启光,等. 剪切破坏模式下岩石的强度准则[J]. (岩石力学与工程学报), 2001, 20(6): 753-762.(ZHOU Guo-lin,TAN Guo-huan,LI Qi-guang,et al. New strength criterion for rock with shear failure mode[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(6): 753-762. (in Chinese))
    徐 筠. 开挖应力状态下隧道围岩损伤演化及渐进破坏规律研究[D]. 重庆: 重庆交通大学, 2008.(XU Jun. Research on damage evolvement and progressive failure rule for the tunnel surrounding rockmass during excavation[D]. Chongqing: Chongqing Jiaotong University, 2008. (in Chinese))
    朱道建,杨林德,蔡永昌. 柱状节理岩体压缩破坏过程模拟及机制分析[J]. (岩石力学与工程学报), 2009, 28(4): 716-724.(ZHU Dao-jian,YANG Lin-de,CAI Yong-chang. Simulation of compressive failure process of columnar jointed rock mass and its failure mechanism analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(4): 716-724. (in Chinese))
    宋义敏,马少鹏,杨小彬,等. 岩石变形破坏的数字散斑相关方法研究[J]. (岩石力学与工程学报), 2011, 30(1): 170-175.(SONG Yi-min,MA Shao-peng,YANG Xiao-bin,et al. Experimental investigation on failure of rock by digital speckle correlation methods[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(1): 170-175. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Wentao, SUN Zhanghao, ZHUANG Yan, XIAO Henglin, FU Zhiwei, ZHOU Xinlong. Mechanical and swelling properties, as well as micro-mechanism of sulfate-bearing soil stabilized by magnesium oxide and cement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1840-1848. DOI: 10.11779/CJGE20230409
    [2]ZHONG Yu-qing, CAI Guang-hua, WANG Jun-ge, WANG Zhong, SONG Long-guang. Strength and electrical conductivity characteristics of zinc contaminated soil carbonated/stabilized with GGBS-reactive MgO[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 221-224. DOI: 10.11779/CJGE2021S2052
    [3]WU Yan-kai, SHI Ke-jian, HU Xiao-shi, HAN Tian, YU Jia-li, LI Dan-dan. Experimental study on strength degradation of steel slag + cement-solidified soil under seawater erosion[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(6): 1014-1022. DOI: 10.11779/CJGE201906004
    [4]ZHANG Jia-xing, PEI Xiang-jun, WEI Lu. Salt expansion inhibitors for sulphated salty soil[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 155-161. DOI: 10.11779/CJGE201801016
    [5]LIU Song-yu, LI Hong-jiang, TONG Li-yuan, SONG Wen-feng. Some problems on polluted erosive durability of urban underground structures[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 7-11. DOI: 10.11779/CJGE2016S2002
    [6]ZHANG Jing-ke, CHEN Wen-wu, LI Zui-xiong, GUO Qing-lin, SUN Man-li. Laboratory tests on property and durability of PS-(C+F) slurry used in anchoring conservation of earthen sites[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1802-1809. DOI: 10.11779/CJGE201510008
    [7]ZHANG Ji-chao, TANG Meng-xiong, MA Xu, WANG Ke-yi, YANG Yong-kang. Durability problems of prestressed concrete pipe pile[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 490-493.
    [8]Permeability and durability of soils improved by tung oil and sticky rice juice[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [9]LI Nenghui, QU Yirong, HE Wenqin, CHEN Hui. Studies on engineering properties of sand with shell[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 632-637.
    [10]WANG Dianwu, CAO Guangzhu, WU Yanqing. Research on the durability law of geosynthetics[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4): 398-402.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (596) PDF downloads (157) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return