2012
DOI: 10.1002/nag.2140
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A detailed investigation of block dynamic sliding by the discontinuous deformation analysis

Abstract: SUMMARY An extensive examination of the discontinuous deformation analysis (DDA) in block dynamic sliding modeling is carried out in this paper. Theoretical solutions for a single block sliding on an arbitrarily inclined plane by applying the horizontal/vertical seismic loadings to the sliding block as acceleration time histories or to the base as constraint displacement time histories are derived. As compared with the theoretical solutions, for a single block sliding, the DDA predicts the sliding displacement… Show more

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Cited by 49 publications
(23 citation statements)
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References 33 publications
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“…Each rock block in DDA has six degrees of freedom. The displacement ðu; vÞ at any point ðx; yÞ of the rock block can be represented by a complete first-order approximation function (Shi 1988;Jing 2003;Hatzor et al 2004;Ning and Zhao 2013):…”
Section: Methodology Of the Coupled Hydro-mechanical Model 21 Equatimentioning
confidence: 99%
“…Each rock block in DDA has six degrees of freedom. The displacement ðu; vÞ at any point ðx; yÞ of the rock block can be represented by a complete first-order approximation function (Shi 1988;Jing 2003;Hatzor et al 2004;Ning and Zhao 2013):…”
Section: Methodology Of the Coupled Hydro-mechanical Model 21 Equatimentioning
confidence: 99%
“…The correctness and effectiveness of DDA have been verified by MacLaughlin and Doolin [3]. The DDA method is established on the block kinetics; the block dynamic analysis of DDA has been confirmed by many scholars [4][5][6]. Meanwhile, the DDA method has been widely applied to the seismic response of rock masses.…”
Section: Introductionmentioning
confidence: 93%
“…After the values , , and are determined, using the initial conditions, ( 1,1 , 2,1 , 3,1 (2), the physical equations of elastic dynamics, (6) and (7), respectively, (V , +1 , V , +1 ), ( A , +1 , A , +1 ), ( 1, +1 , 2, +1 , 3, +1 ), and ( 1, +1 , 2, +1 , 3, +1 ) can be obtained. …”
Section: Formula Of the Total Equation Motionmentioning
confidence: 99%
“…The loading of the timedependent acceleration is widely used by many researchers to conduct earthquake analysis (e.g., Hatzor and Feintuch, 2001;Sasaki et al, 2004;Wu, 2010;Ning and Zhao, 2013). In practice, acceleration loadings can be used for the failure mass (method 1) or the base (method 2) as the volume forces.…”
Section: Ddamentioning
confidence: 99%