2015
DOI: 10.1155/2015/723263
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Discontinuous Deformation Analysis Enriched by the Bonding Block Model

Abstract: The discontinuous deformation analysis (DDA) has been extensively applied in geotechnical engineering owing to its salient merits in the modeling of discontinuities. However, this method assumes a constant stress field within every block and hence cannot provide reliable estimation for block deformations and stresses. This paper proposes a novel scheme to improve the accuracy of the DDA. In our method, advanced subdivision is introduced to represent a block as an assembly of triangular or quadrilateral element… Show more

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Cited by 1 publication
(2 citation statements)
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“…Over the past several decades, a great number of progresses have been made on DDA. These improvements are mostly concentrated on suppressing the false volume expansion, strengthening the deformability, scrutinizing the time integral scheme, refining the stress distribution, imposing the boundary conditions, fracturing the jointed rock mass, coupling the fluid and solid, accelerating the convergence of open‐close iteration, enhancing the contact search, optimizing the transformation of vertex‐vertex contact, and improving the calculation of contact force …”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Over the past several decades, a great number of progresses have been made on DDA. These improvements are mostly concentrated on suppressing the false volume expansion, strengthening the deformability, scrutinizing the time integral scheme, refining the stress distribution, imposing the boundary conditions, fracturing the jointed rock mass, coupling the fluid and solid, accelerating the convergence of open‐close iteration, enhancing the contact search, optimizing the transformation of vertex‐vertex contact, and improving the calculation of contact force …”
Section: Introductionmentioning
confidence: 99%
“…Over the past several decades, a great number of progresses have been made on DDA. These improvements are mostly concentrated on suppressing the false volume expansion, [25][26][27][28][29][30][31][32] strengthening the deformability, [33][34][35][36][37][38][39] scrutinizing the time integral scheme, [40][41][42][43] refining the stress distribution, [44][45][46][47][48] imposing the boundary conditions, [49][50][51][52] fracturing the jointed rock mass, [53][54][55][56][57][58][59] coupling the fluid and solid, [60][61][62][63][64] accelerating the convergence of open-close iteration, 65,66 enhancing the contact search, [67][68][69][70][71][72]…”
Section: Introductionmentioning
confidence: 99%