Skip to main content
Log in

Validation and application of three-dimensional discontinuous deformation analysis with tetrahedron finite element meshed block

  • Research Paper
  • Published:
Acta Mechanica Sinica Aims and scope Submit manuscript

Abstract

In the last decade, three dimensional discontinuous deformation analyses (3D DDA) has attracted more and more attention of researchers and geotechnical engineers worldwide. The original DDA formulation utilizes a linear displacement function to describe the block movement and deformation, which would cause block expansion under rigid body rotation and thus limit its capability to model block deformation. In this paper, 3D DDA is coupled with tetrahedron finite elements to tackle these two problems. Tetrahedron is the simplest in the 3D domain and makes it easy to implement automatic discretization, even for complex topology shape. Furthermore, element faces will remain planar and element edges will remain straight after deformation for tetrahedron finite elements and polyhedral contact detection schemes can be used directly. The matrices of equilibrium equations for this coupled method are given in detail and an effective contact searching algorithm is suggested. Validation is conducted by comparing the results of the proposed coupled method with that of physical model tests using one of the most common failure modes, i.e., wedge failure. Most of the failure modes predicted by the coupled method agree with the physical model results except for 4 cases out of the total 65 cases. Finally, a complex rockslide example demonstrates the robustness and versatility of the coupled method.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Shi, G.H., Goodman, R.E.: Two dimensional discontinuous deformation analysis. International Journal for Numerical and Analytical Methods in Geomechanics 9, 541–556 (1985)

    Article  MATH  Google Scholar 

  2. Shi, G.H.: Discontinuous deformation analysis a new numerical model for the statics and dynamics of block systems. [Ph.D. Thesis]. Department of Civil Engineering, UC Berkeley, California, USA (1989)

    Google Scholar 

  3. MacLaughlin, M.M., Doolin, D.M.: Review of validation of the discontinuous deformation analysis (DDA) methodInternational Journal for Numerical and Analytical Methods in Geomechanics 30, 271–305 (2006)

    Article  MATH  Google Scholar 

  4. Koo, C.F., Chern, J.C., Chen, S.: Development of second-order displacement function for DDA. In: Proceedings of ICADD-1, the First International Conference on Analysis of Discontinuous Deformation, Taiwan, China 1–23 (1995)

  5. Ma, M.Y., Zaman, M., Zhou, J.H.: Discontinuous deformation analysis using the third-order displacement function. In: Proceedings of the First International Forum on Discontinuous Deformation Analysis (Dda) and Simulations of Discontinuous Media. USA, TSI Press, 383–394 (1996)

    Google Scholar 

  6. Lin, J.S., Lee, D.H.: Manifold method using polynomial basis function of any order. In: Proceedings of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media, USA, TSI Press, 365–372 (1996)

    Google Scholar 

  7. Ke, T.C.: Artificial joint-based DDA. In: Proceedings of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media, USA, TSI Press, 326–333 (1996)

    Google Scholar 

  8. Cheng, Y.M., Zhang, Y.H.: Rigid body rotation and block internal discretization in DDA analysis. International Journal for Numerical and Analytical Methods in Geomechanics 24, 567–578 (2000)

    Article  MATH  Google Scholar 

  9. Ning, Y.J., Yang, J., An, X.M., et al.: Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework. Computers and Geotechnics 38, 40–49 (2011)

    Article  Google Scholar 

  10. Shyu, K.: Nodal-based discontinuous deformation analysis. [Ph.D. Thesis]. University of California, Berkeley, USA (1993)

    Google Scholar 

  11. Chang, C.T.: Nonlinear dynamic discontinuous deformation analysis with finite element meshed block systems. [Ph.D. Thesis]. University of California, Berkeley, USA (1994)

    Google Scholar 

  12. Jing, L., Ma, Y., Fang, Z.: Modeling of fluid flow and solid deformation for fractured rocks with discontinuous deformation analysis (DDA) method. International Journal of Rock Mechanics and Mining Science 38, 343–355 (2001)

    Article  Google Scholar 

  13. Grayeli, R., Mortazavi, A.: Discontinuous deformation analysis with second-order finite element meshed block. International Journal for Numerical and Analytical Methods in Geomechanics 30, 1545–1561 (2006)

    Article  MATH  Google Scholar 

  14. Ke, T.C.: The issue of rigid body rotation in DDA. In: Proceedings of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media. USA, TSI Press, 318–325 (1996)

    Google Scholar 

  15. Shi, G.H.: Three dimensional discontinuous deformational analyses. In: Bicanic, N., ed. Proceedings of the Fourth International Conference on Analysis of Discontinuous Deformation (ICADD-4). University of Glasgow Scotland, UK, 1–21 (2001)

    Google Scholar 

  16. Liu, J., Kong, X.J., Lin, G.: Formulations of the three-dimensional discontinuous deformation analysis method. Acta Mechanica Sinica 20, 270–282 (2004)

    Article  Google Scholar 

  17. Yeung, M.R., Jiang, Q.H., Sun, N.: Validation of block theory and three-dimensional discontinuous deformation analysis as wedge stability analysis methods. International Journal of Rock Mechanics and Mining Science 40, 265–275 (2003)

    Article  Google Scholar 

  18. Moosavi, M., Jafari, A., Beyabanaki, S.A.R.: Dynamic threedimensional discontinuous deformation analysis (3-D DDA) validation using analytical solution. In: Proceedings of the Seventh International Conference on Analysis of Discontinuous Deformation (ICADD-7), Hawaii, USA, 37–48 (2005)

  19. Cundall, P.A.: 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. International Journal of Rock Mechanics and Mining Sciences 25, 107–116 (1988)

    Google Scholar 

  20. Nezami, E.G., Hashash, Y.M.A., Zhao, D.W., et al.: A fast contact detection algorithm for 3-D discrete element method. Computers and Geotechnics 31, 575–587 (2004)

    Article  Google Scholar 

  21. Beyabanaki, S.A.R., Mikola, R.G., Hatami, K.: Threedimensional discontinuous deformation analysis (3-D DDA) using a new contact resolution algorithm. Computers and Geotechnics 35, 346–356 (2008)

    Article  Google Scholar 

  22. Keneti, A.R., Jafari, A., Wu, J.H.: A new algorithm to identify contact patterns between convex blocks for three-dimensional discontinuous deformation analysis. Computers and Geotechnics 35, 746–759 (2008)

    Article  Google Scholar 

  23. Jiang, Q.H., Yeung, M.R.: A model of point-to-face contact for three-dimensional discontinuous deformation analysis. Rock Mechanics and Rock Engineering 37, 95–116 (2004)

    Article  Google Scholar 

  24. Yeung, M.R., Jiang, Q.H., Sun, N.: A model of edge-to-edge contact for three-dimensional discontinuous deformation analysis. Computers and Geotechnics 34, 175–186 (2007)

    Article  Google Scholar 

  25. Beyabanaki, S.A.R., Jafari, A., Yeung, M.R.: High-order threedimensional discontinuous deformation analysis (3-D DDA). International Journal for Numerical Methods in Biomedical Engineering 26, 1522–1547 (2010)

    MATH  Google Scholar 

  26. Liu, J., Kong, X.J.: Three dimensional continuous and discontinuous deformation analysis. Acta Mechanica Sinica 34, 941–948 (2002) (in Chinese)

    Google Scholar 

  27. Beyabanaki, S.A.R., Jafari, A., Biabanaki, S.O.R., et al.: Nodal-based three-dimensional discontinuous deformation ana-lysis (3-D DDA). Computers and Geotechnics 36, 359–372 (2009)

    Article  Google Scholar 

  28. Wu, J.H., Ohnishi, Y., Nishiyama, S.: A development of the discontinuous deformation analysis for rock fall analysis. International Journal for Numerical and Analytical Methods in Geomechanics 29, 971–988 (2005)

    Article  MATH  Google Scholar 

  29. Zienkiewicz, O.C., Taylor, R.L.: Finite Element Method. Butterworth Heinemann, London (2000)

    Google Scholar 

  30. Benzley, S.E., Perry, E., Merkley, K., et al.: A comparison of all-hexahedral and all-tetrahedral finite element meshes for elastic and elasto-plastic analysis. In: Proceedings of 4th International Meshing Roundtable, Sandia National Laboratories, USA, 179–191 (1995)

  31. Grayeli, R., Hatami, K.: Implementation of the finite element method in the three-dimensional discontinuous deformation analysis (3D-DDA). Int. J. Numer. Anal. Meth. Geomech. 32, 1883–1902 (2008)

    Article  Google Scholar 

  32. Zheng, H., Jiang, W.: Discontinuous deformation analysis based on complementary theory. Science in China Series E: Technological Sciences 52, 2547–2554 (2009)

    Article  MATH  Google Scholar 

  33. Wei, J., Hong, Z.: Discontinuous deformation analysis based on variational inequality theory. International Journal of Computational Methods 8, 193–208 (2011)

    Article  MathSciNet  MATH  Google Scholar 

  34. Shi, G.H.: New Numerical Method of Block System’s Discontinuous Deformation Analysis. Ren, F., transl. Science Press, Beijing (1993)

    Google Scholar 

  35. Barbosa, R.E.: Discrete element models for granular materials and rock masses. [Ph.D. Thesis]. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign. Urbana, USA (1990)

    Google Scholar 

  36. Williams, J.R., O’Connor, R.: A linear complexity intersection algorithm for discrete element simulations of arbitrary geometries. International Journal for CAE-Engineering Computation, Special Ed Discrete Element Method 12, 185–201 (1995)

    Google Scholar 

  37. Krishnasamy, J., Jakiela, M.J.: A method to resolve ambiguities in corner-corner interactions polygons in the context of motion simulation. Engineering Computation 12, 135–144 (1995)

    Article  Google Scholar 

  38. Feng, Y.T., Owen, D.R.J.: An energy based corner to contact algorithm. In: Cook, B.K., Jensen, R.P., eds. Discrete Element Methods, Numerical Modeling of Discontinua. Santa Fe, New Mexico, USA, 32–37 (2002)

    Chapter  Google Scholar 

  39. Geng, Q.D.: Improvement on common plane detection algorithm and three-dimensional discrete particles generation algorithm. [Master Thesis]. Dalian, Dalian University of Technology, China (2009)

    Google Scholar 

  40. Tonon, F., Asadollahi, P.: Validation of general single rock block stability analysis (BS3D) for wedge failure. International Journal of Rock Mechanics & Mining Sciences 45, 627–637 (2008)

    Article  Google Scholar 

  41. Tonon, F.: Analysis of single rock blocks for general failure modes under conservative and non-conservative forces. International Journal for Numerical and Analysis Methods in Geomechanics 31, 1567–1608 (2007)

    Article  MATH  Google Scholar 

  42. Yin, Y.P., Sun, P., Zhang, M., et al.: Mechanism on apparent dip sliding of oblique inclined bedding rockslide at Jiweishan, Chongqing, China. Landslides 8, 49–65 (2011)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ping Yi.

Additional information

The project was supported by the Key Project of Chinese National Programs for Fundamental Research and Development (2010CB731502) and the National Natural Science Foundation of China (50978745).

Rights and permissions

Reprints and permissions

About this article

Cite this article

Liu, J., Nan, Z. & Yi, P. Validation and application of three-dimensional discontinuous deformation analysis with tetrahedron finite element meshed block. Acta Mech Sin 28, 1602–1616 (2012). https://doi.org/10.1007/s10409-012-0153-0

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10409-012-0153-0

Keywords

Navigation