Extensions of discontinuous deformation analysis for jointed rock masses

被引:197
作者
Lin, CT [1 ]
Amadei, B [1 ]
Jung, J [1 ]
Dwyer, J [1 ]
机构
[1] SANDIA NATL LABS,ALBUQUERQUE,NM 87185
关键词
D O I
10.1016/0148-9062(96)00016-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Beginning with the original work of Shi [Discontinuous deformation analysis: a new numerical method for the statics and dynamics of block systems. Ph.D. thesis, University of California, Berkeley, (1988)], called the Discontinuous Deformation Analysis (DDA) method, a number of extensions to the method have been explored. The extensions consist of improving the contact algorithm, adding block fracturing and sub-blocking capabilities. Contacts between blocks have been modeled using an Augmented Lagrangian Method instead of the penalty method originally proposed by Shi. This allows block-to-block contacts to be enforced more precisely and block contact forces to be determined more accurately. A sub-blocking capability has been developed, whereby blocks are discretized into sub-blocks. The continuity, of the sub-block contacts is preserved and the variation of stresses in each large block can be determined. The sub-blocking capability is none using a consistent formulation in which the same methodology is used for the sub-blocks as the original large blocks. This is different from other discrete block methods that imbed finite difference zones or finite elements inside larger blocks. Finally, two block fracturing algorithms have been implemented in the DDA method. Using a three-parameter (cohesion, friction, tensile strength) Mohr-Coulomb criterion, one algorithm allows intact rocks to be broken into smaller blocks. Fracturing can be irt shear or tension. The second algorithm allows fractures to propagate in the sub-blocks either in Mode I (tensile fracturing) or Mode II (shear fracturing). All three extensions have been implemented into the original DDA program of Shi. With the three extensions, the DDA method is more applicable to a greater range of rock mechanics problems and other engineering problems involving blocky systems. Examples of application of the method, for plane stress condition, are presented with regard to rock fall, slope stability and underground excavation problems. Copyright (C) 1996 Elsevier Science Ltd
引用
收藏
页码:671 / 694
页数:24
相关论文
共 47 条
  • [1] [Anonymous], 1987, FINITE ELEMENT METHO
  • [2] [Anonymous], P 5 INT S LANDSL LAU
  • [3] AZZONI A, 1991, ASS MIN SUB TOR, P17
  • [4] FUNDAMENTALS OF ROCK JOINT DEFORMATION
    BANDIS, SC
    LUMSDEN, AC
    BARTON, NR
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1983, 20 (06): : 249 - 268
  • [5] BOZZOLO D, 1992, MODELLO MATEMATICO S, P1
  • [6] BREBBIA CA, 1989, BOUNDARY ELEMENT MET
  • [7] A CONSTITUTIVE MODEL AND FEM ANALYSIS OF JOINTED ROCK MASSES
    CAI, M
    HORII, H
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1993, 30 (04) : 351 - 359
  • [8] A CONSTITUTIVE MODEL OF HIGHLY JOINTED ROCK MASSES
    CAI, M
    HORII, H
    [J]. MECHANICS OF MATERIALS, 1992, 13 (03) : 217 - 246
  • [9] CAI M, 1994, P 1 N AM ROCK MECH S, P681
  • [10] CAMPBELL JS, 1974, P FIN EL ENG