• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 29 Issue 2
Apr.  2016
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2016  >  29(2): 300-312.
ZHAO Xingquan, ZHANG Yingbin, CHEN Guangqi, YU Pengcheng, HUAGN Xiaofu, CHEN Yanyan. Discontinuous Deformation Analysis Method and Its Applications to Disaster Prevention[J]. Journal of Southwest Jiaotong University, 2016, 29(2): 300-312. doi: 10.3969/j.issn.0258-2724.2016.02.010
Citation: ZHAO Xingquan, ZHANG Yingbin, CHEN Guangqi, YU Pengcheng, HUAGN Xiaofu, CHEN Yanyan. Discontinuous Deformation Analysis Method and Its Applications to Disaster Prevention[J]. Journal of Southwest Jiaotong University, 2016, 29(2): 300-312. doi: 10.3969/j.issn.0258-2724.2016.02.010
shu

Discontinuous Deformation Analysis Method and Its Applications to Disaster Prevention

doi: 10.3969/j.issn.0258-2724.2016.02.010
  • Received Date: 02 Nov 2015
  • Publish Date: 25 Apr 2016
    Abstract
  • In order to explore the characteristics of geological hazards induced by earthquake, the discontinuous deformation analysis (DDA) was used to simulate the failure processes of rock collapses, landslides, and breakwaters under the earthquake loading. Particularly, the influence of the earthquake loading on hazard processes and motions was studied, and new modules were integrated into the current DDA code to obtain the interaction forces. The results show that DDA can be applied to evaluation of landslide mass mobility. The vertical ground motion can remarkably amplify the mobility in the near-fault area. DDA has advantage in the whole-process simulation of landslide induced by earthquake. The simulation results can reflect the characteristics of the failure processes of collapses, landslides and breakwaters faithfully. In addition, DDA is also able to calculate the impact force of failure masses on structures. The peak value of the impact force is much larger than the static lateral pressure, and is four times more than the static lateral pressure in the case study. Hence, the DDA can provide technical guidance for site selection and design of disaster protection from the perspective of reliability and economy.

     

    • FullText(HTML)
  • loading
    • References(64)
  • SHI G H. Discontinuous deformation analysis a new numerical model for the ststic and dynamics of block systems[D]. Berkely:University of Califormia, Berkely, 1988.
    KE T C. The issues of rigid-body rotation in DDA. First international forum on discontinuous deformation analysis (DDA) and simulations of discontinuous media[M]. Berkeley:, 1996:18-25.
    LIN C T, AMADEI B, JUNG J, et al. Extensions of discontinuous deformation analysis for jointed rock masses[C]//International Journal of Rock Mechanics and Mining Sciences Geomechanics Abstracts. Pergamon:, 1996:671-694.
    CHEN G Q, MIKI S, OHNISHI Y. Development of the interactive visualization system for DDA[C]//Proceedings of the 9th International Conference on Computer Methods and Advances in Geomechanics. Wuhan:, 1997:495-500.
    KOO C Y, CHERN J C. Modification of the DDA method for rigid block problems[J]. International Journal of Rock Mechanics and Mining Sciences, 1998, 35(6):683-693.
    CHENG Y M. Advancements and improvement in discontinuous deformation analysis[J]. Computers and Geotechnics, 1998, 22(2):153-163.
    DOOLIN D M, SITAR N. Time integration in discontinuous deformation analysis[J]. Journal of Engineering Mechanics, 2004, 130(3):249-258.
    DOOLIN D M. Unified displacement boundary constraint formulation for discontinuous deformation analysis (DDA)[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(12):1199-1207.
    WANG L, JIANG H, YANG Z, et al. Development of discontinuous deformation analysis with displacement-dependent interface shear strength[J]. Computers and Geotechnics, 2013, 47:91-101.
    CHEN Guangqi. Numerical modeling of rock fall using extended DDA[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6):926-931.
    WU J H, OHNISHI Y, NISHIYAMA S. A development of the discontinuous deformation analysis for rock fall analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(10):971-988.
    MA G C, MATSUYAMA H, NISHIYAMA S, et al. Practical studies on rockfall simulation by DDA[J]. J. Rock Mechanics Geotech Engineering, 2011, 3(1):57-63.
    CHEN G, ZHENG L, ZHANG Y, et al. Numerical simulation in rockfall analysis:a close comparison of 2-D and 3-D DDA[J]. Rock Mechanics and Rock Engineering, 2013, 46(3):527-541.
    SITAR N, MACLAUGHLIN M M. Kinematics and discontinuous deformation analysis of landslide movement[C]//2nd Panamerican Symp. on Landslides. Rio de Janeiro:. 1997.
    SITAR N, MACLAUGHLIN M M, DOOLIN D M. Influence of kinematics on landslide mobility and failure mode[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(6):716-728.
    WU J H. Applying discontinuous deformation analysis to assess the constrained area of the unstable Chiu-fen-erh-shan landslide slope[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2007, 31(5):649-666.
    KVELDSVIK V, EINSTEIN H H, NILSEN B, et al. Numerical analysis of the 650000 m2 knes rock slope based on measured displacements and geotechnical data[J]. Rock Mechanics and Rock Engineering, 2009, 42(5):689-728.
    WU J H, LIN J S, CHEN C S. Dynamic discrete analysis of an earthquake-induced large-scale landslide[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(2):397-407.
    WU J H. Seismic landslide simulations in discontinuous deformation analysis[J]. Computers and Geotechnics, 2010, 37(5):594-601.
    WU J H, CHEN C H. Application of DDA to simulate characteristics of the Tsaoling landslide[J]. Computers and Geotechnics, 2011, 38(5):741-750.
    ZHANG Y, CHEN G, ZHENG L, et al. Numerical analysis of the largest landslide induced by the Wenchuan earthquake, May 12, 2008 using DDA earthquake-induced landslides[M].:Springer Berlin Heidelberg, 2013:617-626.
    ZHANG Y, CHEN G, ZHENG L, et al. Effects of near-fault seismic loadings on run-out of large-scale landslide:a case study[J]. Engineering Geology, 2013, 166:216-236.
    YEUNG M R, LEONG L L. Effects of joint attributes on tunnel stability[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(3/4):348e1-348e18.
    WU J H, OHNISHI Y, NISHIYAMA S. Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using discontinuous deformation analysis (DDA)[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5):731-743.
    TSESARSKY M, HATZOR Y H. Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction A parametric study using discontinuous deformation analysis (DDA)[J]. Tunnelling and Underground Space Technology, 2006, 21(1):29-45.
    NING Y, YANG J, AN X, et al. Simulation of blast induced crater in jointed rock mass by discontinuous deformation analysis method[J]. Frontiers of Architecture and Civil Engineering in China, 2010, 4(2):223-232.
    NING Y, YANG J, AN X, et al. Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework[J]. Computers and Geotechnics, 2011, 38(1):40-49.
    NING Y, YANG J, MA G, et al. Modelling rock blasting considering explosion gas penetration using discontinuous deformation analysis[J]. Rock Mechanics and Rock Engineering, 2011, 44(4):483-490.
    HATZOR Y H, FEINTUCH A. The validity of dynamic block displacement prediction using DDA[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(4):599-606.
    MACLAUGHLIN M, SITAR N, DOOLIN D, et al. Investigation of slope-stability kinematics using discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(5):753-762.
    DOOLIN D M, SITAR N. Displacement accuracy of discontinuous deformation analysis method applied to sliding block[J]. Journal of Engineering Mechanics, 2002, 128(11):1158-1168.
    TSESARSKY M, HATZOR Y H, SITAR N. Dynamic displacement of a block on an inclined plane:analytical, experimental and DDA results[J]. Rock Mechanics and Rock Engineering, 2005, 38(2):153-167.
    BAKUN-MAZOR D, HATZOR Y H, GLASER S D. Dynamic sliding of tetrahedral wedge:The role of interface friction[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36(3):327-343.
    YEUNG M R. Analysis of a mine roof using the DDA method[C]//International Journal of Rock Mechanics and Mining Sciences Geomechanics Abstracts. Pergamon:, 1993, 30(7):1411-1417.
    HATZOR Y H, BENARY R. The stability of a laminated voussoir beam:back analysis of a historic roof collapse using DDA[J]. International Journal of Rock Mechanics and Mining Sciences, 1998, 35(2):165-181.
    KIM Y I, AMADEI B, PAN E. Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(7):949-970.
    THOMAS P A, BRAY J D. Capturing nonspherical shape of granular media with disk clusters[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(3):169-178.
    KAMAI R, HATZOR Y H. Numerical analysis of block stone displacements in ancient masonry structures:A new method to estimate historic ground motions[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32(11):1321-1340.
    DONG X, WU A Q, REN F. A preliminary application of discontinuous deformation analysis (DDA) to the three gorges project on Yangtze River, China[C]//Proceedings of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media. Berkeley:, 1996:310-317.
    ZHU W, ZHANG Q, JING L. Stability analysis of the ship-lock slopes of the Three-Gorge project by three-dimensional FEM and DEM techniques[C]//Proceedings of the Third International Conference of Discontinuous Deformation Analysis (ICADD-3). Alexandria:American Rock Mechanics Association (ARMA), 1999:263-272.
    KOTTENSTETTE J T. DDA analysis of the RCC modification for Pueblo Dam[C]//Proceedings of Third International Conference on Analysis of Discontinuous Deformation-From Theory to Practice.:Vail Co., 1999:3-4.
    LAW H K, LAM I P. Evaluation of seismic performance for tunnel retrofit project[J]. Journal of Geotechnical and Geoenvironmental Gngineering, 2003, 129(7):575-589.
    SCHELDT T, LU M, MYRVANG A. Numerical analysis of Gjovik cavern:a comparison of continuous and discontinuous results by using Phase 2 and DDA[C]//Fifth International Conference on Analysis of Discontinuous Deformation-Stability of Rock Structures. Rotterdam:Balkema, 2002:125-132.
    HATZOR Y H, ARZI A A, TSESARSKY M. Realistic dynamic analysis of jointed rock slopes using DDA[C]//Proc., 5th International Conference on Analysis of Discontinuous Deformation-stability of rock structures. Rotterdam:Balkema, 2002:47-56.
    HATZOR Y H, ARZI A A, ZASLAVSKY Y, et al. Dynamic stability analysis of jointed rock slopes using the DDA method:King Herod's Palace, Masada, Israel[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5):813-832.
    张迎宾,余鹏程,赵兴权. 类梯形山体的地震动力响应分析[J]. 西南交通大学学报,2015,3(3):435-441. ZHANG Yingbin, YU Pengcheng, ZHAO Xingquan. Analytical solutions of earthquake dynamic responses of trapezoid-like mountain[J]. Journal of Southwest Jiaotong University, 2015, 3(3):435-441.
    殷跃平. 汶川八级地震地质灾害研究[J]. 工程地质学报,2008,16(4):433-444. YIN Yueping. Researches on the geo-hazards triggered by Wenchuan Earthquake, Sichuan[J]. Journal of Engineering Geology, 2008, 16(4):433-444.
    许强. 汶川地震大型滑坡研究[M]. 科学出版社,2009:53-91.
    黄润秋,裴向军,李天斌. 汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J]. 工程地质学报,2008,16(6):730-741. HUANG Runqiu, PEI Xiangjun, LI Tianbin. The basic characteristics and formation mechanism of Daguangbao large-scale landslide triggered by Wenchuan Earthquake[J]. Journal of Engineering Geology, 2008, 16(6):730-741.
    黄润秋,裴向军,张伟锋,等. 再论大光包滑坡特征与形成机制[J]. 工程地质学报,2009,6(6):725-736. HUANG Runqiu, PEI Xiangjun, ZHANG Weifeng, et al. Further examination on characteristicsand formation mechanism of Daguangbao landslide[J]. Journal of Engineering Geology, 2009, 17(6):725-736.
    HUANG R, PEI X, FAN X, et al. The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake, May 12, 2008, China[J]. Landslides, 2012, 9(1):131-142.
    ZHANG Y B, WANG J M, XU Q, et al. DDA validation of the mobility of earthquake-induced landslides[J]. Engineering Geology, 2014, 194:38-51.
    程强,苏生瑞. 汶川地震崩塌滚石坡面运动特征[J]. 岩土力学, 2014,35(3):772-776. CHENG Qiang, SU Shengrui. Movement characteristics of collapsed stones on slopes induced by Wenchuan earthquake[J]. Rock and Soil Mechanics, 2014, 35(3):772-776..
    袁志辉. 延长县崩塌的数值模拟和运动机理研究[D]. 西安:长安大学,2008.
    崔芳鹏,胡瑞林,殷跃平,等. 纵横波时差耦合作用的斜坡崩滑效应离散元分析-以北川唐家山滑坡为例[J]. 岩石力学与工程学报,2010,29(2):319-327. CUI Fangpeng, HU Ruilin, YIN Yueping, et al. Discrete element analysis of collapsing and sliding response of slope triggered by time difference coupling effects of P and S seismic waves-taking Tangjiashan landslide in Beichuan county for example[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2):319-327.
    胡卸文,顾成壮,牛彦博,等. 芦山地震触发大岩崩滑坡-碎屑流特征与运动过程[J]. 西南交通大学学报,2013,48(4):590-598. HU Xiewen, GU Chengzhuang, NIU Yanbo, et al. Debris flow characteristics and movement process of dayanbeng landslide in tianquan county triggered by 420 lushan earthquake[J]. Journal of Sowthwest Jiaotong University, 2013, 48(4):590-598.
    邱燕玲,姚令侃,朱颖,等. 高烈度地震山区铁路减灾选线技术[J]. 西南交通大学学报,2014, 49(6):972-980. QIU Yanling, YAO Lingkan, ZHU Yin, et al. Disaster reduction techniques of railway route selection in mountainous regions with high earthquake intensity[J]. Journal of Southwest Jiaotong University, 2014, 49(6):972-980.
    YIN Y, WANG F, SUN P. Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China[J]. Landslides, 2009, 6(2):139-152.
    CHEN G, ZEN K, ZHENG L, et al. A new model for long-distance movement of earthquake induced landslide[C]//44th US Rock Mechanics Symposium and 5th US-Canada Rock Mechanics Symposium.:American Rock Mechanics Association, 2010:1-6.
    YU Pengcheng, ZHANG Yingbin, JOHN X.Zhao, et al. Interaction forces between blocks in DDA method and its application[C]//12th International Conference on Analysis of Discontinuous Deformation. Wuhan:, 2015:1-8.
    胡卸文,林晋辉,张茂淳,等. 宝兴县城周边420芦山强烈地震地质灾害触发效应[J]. 西南交通大学学报,2013,48(4):599-608. HU Xiewen, LIN Jinhui, ZHANG Maochun, et al. Trigger effect of earthquake geohazards around baoxing county induced by lushan 420 strong earthquake[J]. Journal of Southwest Jiaotong University, 2013, 48(4):599-608.
    CHEN G, ZHENG L, ZHANG Y, et al. Stability analysis of breakwater under seepage flow using DDA[C]//ASME 201332nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers. Nantes:, 2013:V006T10A035-V006T10A035.
    CHEN G, ZHENG L, ZHANG Y. Practical applications of DDA to disaster prevention[M]. Fukuoka:, 2013:15-28.
    DONG S, ZEN K, KASAMA K, et al. Theoretical and experimental study on tsunami induced instability of casisson type composite breakwater[J]. Memoirs of the Faculty of Engineering, Kyushu University, 2012, 72(2):55-68.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML
    Article views(620) PDF downloads(655) Cited by()
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return