Detection of contacts between three-dimensional polyhedral blocks for discontinuous deformation analysis

Abstract A new algorithm to detect contacts between three-dimensional (3-D) arbitrarily shaped polyhedral blocks for the discontinuous deformation analysis (DDA) method is presented in this paper. The new algorithm includes three main steps, i.e. neighbor search, contact type examination, and entrance candidate identification, all of which are performed using the general features and relations of geometric elements of polyhedra. First, contact detection begins with searching neighbor blocks and vertices potential to be in contact in order to improve the computation efficiency. Then, pairs of neighbor blocks are examined in more detail for four basic contact types. Finally, corresponding contact points and planes for each contact type are identified by general entrance formulas, which is prepared for the subsequent contact force calculations in the program. The new algorithm has been implemented in the original 3-D DDA program and the extended 3-D DDA program can display the results using OpenGL. Three typical contact examples including concave blocks, i.e. vertex-to-concave-edge, convex-edge-to-concave-edge and vertex-to-concave-vertex contacts are provided to verify the new algorithm. Additionally, a practical example in rock engineering, sliding of a tetrahedral wedge, is also presented, and the 3-DDA results are compared with the analytical solutions.

[1]  Yong-Il Kim,et al.  Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis , 1999 .

[2]  Mary MacLaughlin,et al.  Discrete Element Analysis of an Underground Opening in Blocky Rock: An Investigation of the Differences between UDEC and DDA Results , 2002 .

[3]  Jian-Hong Wu,et al.  Application of DDA to simulate characteristics of the Tsaoling landslide , 2011 .

[4]  G. H. Shi Application of discontinuous deformation analysis on stability analysis of slopes and underground power houses , 2014 .

[5]  Jian-Hong Wu,et al.  Compatible algorithm for integrations on a block domain of any shape for three-dimensional discontinuous deformation analysis , 2010 .

[6]  Y. Ohnishi,et al.  Practical studies on rockfall simulation by DDA , 2011 .

[7]  William Dershowitz,et al.  Modeling mechanical layering effects on stability of underground openings in jointed sedimentary rocks , 2009 .

[8]  N Bicanic,et al.  DDA analysis of the Couplet/Heyman minimum thickness arch problem , 2001 .

[9]  Kianoosh Hatami,et al.  Three-dimensional discontinuous deformation analysis (3-D DDA) using a new contact resolution algorithm , 2008 .

[10]  P. A. Cundall,et al.  FORMULATION OF A THREE-DIMENSIONAL DISTINCT ELEMENT MODEL - PART I. A SCHEME TO DETECT AND REPRESENT CONTACTS IN A SYSTEM COMPOSED OF MANY POLYHEDRAL BLOCKS , 1988 .

[11]  M. R. Yeung,et al.  Effects of joint attributes on tunnel stability , 1997 .

[12]  A. Keneti,et al.  Determination of volume and centroid of irregular blocks by a simplex integration approach for use in discontinuous numerical methods , 2008 .

[13]  Qian Sheng,et al.  Modification of the discontinuous deformation analysis method and its application to seismic response analysis of large underground caverns , 2014 .

[14]  Dawei Zhao,et al.  A fast contact detection algorithm for 3-D discrete element method , 2004 .

[15]  S. Amir Reza Beyabanaki,et al.  Validation of dynamic block displacement analysis and modification of edge-to-edge contact constraints in 3-D DDA , 2009 .

[16]  Pengwan Chen,et al.  Modelling Rock Blasting Considering Explosion Gas Penetration Using Discontinuous Deformation Analysis , 2011 .

[17]  Eric Perkins,et al.  A fast contact detection algorithm insensitive to object sizes , 2001 .

[18]  Egidio Rizzi,et al.  Analytical and numerical DDA analysis on the collapse mode of circular masonry arches , 2010 .

[19]  Herbert H. Einstein,et al.  Numerical Analysis of the 650,000 m2 Åknes Rock Slope based on Measured Displacements and Geotechnical Data , 2009 .

[20]  Guowei Ma,et al.  Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework , 2011 .

[21]  Jian-Hong Wu,et al.  Seismic landslide simulations in discontinuous deformation analysis , 2010 .

[22]  Chris J. Pearce,et al.  Computational aspects of the discontinuous deformation analysis framework for modelling concrete fracture , 1998 .

[23]  Yossef H. Hatzor,et al.  Numerical analysis of block stone displacements in ancient masonry structures: A new method to estimate historic ground motions , 2008 .

[24]  Richard E. Goodman,et al.  Block theory and its application to rock engineering , 1985 .

[25]  Nicholas Sitar,et al.  Explicit Three Dimensional Discontinuous Deformation Analysis for Blocky System , 2013 .

[26]  Yuzo Ohnishi,et al.  Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using Discontinuous Deformation Analysis (DDA) , 2004 .

[27]  Jian-Hong Wu New edge-to-edge contact calculating algorithm in three-dimensional discrete numerical analysis , 2008, Adv. Eng. Softw..

[28]  Jian-Hong Wu,et al.  A new algorithm to identify contact patterns between convex blocks for three-dimensional discontinuous deformation analysis , 2008 .

[29]  Ove Stephansson,et al.  Implicit Discrete Element Method For Block Systems - Discontinuous Deformation Analysis (DDA) , 2007 .

[30]  Jian-Hong Wu Applying discontinuous deformation analysis to assess the constrained area of the unstable Chiu-fen-erh-shan landslide slope , 2007 .

[31]  José V. Lemos,et al.  Procedure for contact detection in discrete element analysis , 2001 .

[32]  Guangqi Chen,et al.  Numerical Simulation in Rockfall Analysis: A Close Comparison of 2-D and 3-D DDA , 2013, Rock Mechanics and Rock Engineering.

[33]  Mohamed Rouainia,et al.  Stability of breakwaters under hydrodynamic loading using a coupled DDA/FEM approach , 2012 .

[34]  Zhiye Zhao,et al.  Block fracturing analysis using nodal‐based discontinuous deformation analysis with the double minimization procedure , 2014 .

[35]  Guowei Ma,et al.  Simulation of blast induced crater in jointed rock mass by discontinuous deformation analysis method , 2010 .

[36]  Yuzo Ohnishi,et al.  A development of the discontinuous deformation analysis for rock fall analysis , 2005 .

[37]  Guangqi Chen,et al.  Effects of near-fault seismic loadings on run-out of large-scale landslide: A case study , 2013 .

[38]  M. R. Yeung Analysis of a mine roof using the DDA method , 1993 .

[39]  Mustafa M. Aral,et al.  An implicitly coupled hydro-geomechanical model for hydraulic fracture simulation with the discontinuous deformation analysis , 2015 .

[40]  David M. Doolin,et al.  Influence of Kinematics on Landslide Mobility and Failure Mode , 2005 .

[41]  A. Munjiza,et al.  NBS contact detection algorithm for bodies of similar size , 1998 .

[42]  Nicholas Sitar,et al.  Kinematics and Discontinuous Deformation Analysis of Landslide Movement , 1997 .

[43]  T Ahn,et al.  New contact resolution algorithm using two-stage contact definition and rounding scheme in 3D DDA , 2012 .

[44]  C. H. Juang,et al.  Vertex‐to‐face contact searching algorithm for three‐dimensional frictionless contact problems , 2005 .

[45]  Qiang Xu,et al.  Extension of discontinuous deformation analysis and application in cohesive-frictional slope analysis , 2014 .

[46]  M. Tsesarsky,et al.  Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction - A parametric study using discontinuous deformation analysis (DDA) , 2006 .

[47]  Tomofumi Koyama,et al.  Modeling the interaction between fluid flow and particle movement with discontinuous deformation analysis (DDA) method , 2011 .

[48]  Yossef H. Hatzor,et al.  Stability of shallow karstic caverns in blocky rock masses , 2010 .

[49]  Lanru Jing,et al.  Modeling of fluid flow and solid deformation for fractured rocks with discontinuous deformation analysis (DDA) method , 2001 .

[50]  Y. Cheng,et al.  Advancements and improvement in discontinuous deformation analysis , 1998 .

[51]  Q. H. Jiang,et al.  A Model of Point-to-Face Contact for Three-Dimensional Discontinuous Deformation Analysis , 2004 .

[52]  Mohamed Rouainia,et al.  Hydro-geomechanical modelling of seal behaviour in overpressured basins using discontinuous deformation analysis , 2006 .

[53]  ChenGuangqi NUMERICAL MODELLING OF ROCK FALL USING EXTENDED DDA , 2003 .

[54]  M. R. Yeung,et al.  A model of edge-to-edge contact for three-dimensional discontinuous deformation analysis , 2007 .

[55]  Jae-Joon Song,et al.  NEW CONTACT-DEFINITION ALGORITHM USING INSCRIBED SPHERES FOR 3D DISCONTINUOUS DEFORMATION ANALYSIS , 2011 .

[56]  Hehua Zhu,et al.  A multi-shell cover algorithm for contact detection in the three dimensional discontinuous deformation analysis , 2014 .

[57]  Zhiye Zhao,et al.  Coupled hydro-mechanical model for fractured rock masses using the discontinuous deformation analysis , 2013 .

[58]  Mark Talesnick,et al.  Continuous and discontinuous stability analysis of the bell-shaped caverns at Bet Guvrin, Israel , 2002 .

[59]  Jeen-Shang Lin,et al.  Dynamic discrete analysis of an earthquake-induced large-scale landslide , 2009 .

[60]  Hubert K Law,et al.  Evaluation of Seismic Performance for Tunnel Retrofit Project , 2003 .

[61]  Youssef M A Hashash,et al.  Shortest link method for contact detection in discrete element method , 2006 .