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UndergroundTechnologyandRockEngineeringPrograminNanyangTechnologicalUniversity,Singapore

DOI: 10.3969/j.issn.1674-0696.2011.supp2.007, PP. 1106-1112

Keywords: rockdynamics,wavepropagation,undergroundspacetechnology,numericalanalysis,岩土动力学,波的传播,地下空间技术,数值分析

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Abstract:

:?ThispapersummarizestheresearchworkrecentlycarriedoutintheareaofrockengineeringandundergroundprotectivetechnologyundertheUndergroundTechnologyandRockEngineeringprograminNanyangTechnologicalUniversity,Singapore.

References

[1]  Bao H R.Nodal-based Discontinuous Deformation Analysis[D].Singapore:Nanyang Technolgoical University,2010.
[2]  Bao H R,Zhao Z Y.An alternative scheme for the corner-cornercontact in the two-dimensional discontinuous deformation analysis[J].Adv.Eng.Softw.,2010,41:206-212.
[3]  Fan L F.Viscoelastic Behavior of Rock Mass and Its Effects onStress Wave Propagation[D].Singapore:Nanyang TechnolgoicalUniversity,2011.
[4]  Gu J,Zhao Z Y.Considerations of the discontinuous deformationanalysis on wave propagation[J].Int.J.Numer.Anal.Meth.Geomech,2009,33(12):1449-1465.
[5]  Shi G H.Manifold Method of Material Analysis[C]//Minneapolis,Minnesota:Trans.9th Army Conf.on Applied Mathematics andComputing,1991:57-76.
[6]  Zhao Z Y,Gu J.Stress recovery procedure for discontinuous de-formation analysis[J].Adv.Eng.Softw,2009,40(1):52-57.
[7]  Zhao Z Y,Zhang Y,Bao H R.Tunnel blasting simulations by the discontinuous deformation analysis[J].Int.J.Comput.Methods,2011,8(2):277-292.
[8]  An X M,Ma G W,Cai Y C,et al.A new way to treat material dis-continuities in the numerical manifold method[J].Computer Meth-ods in Applied Mechanics and Engineering,2011,200(47/48):3296-3308.
[9]  An X M,Ma G W,Cai Y C,et al.Arbitrary discontinuities in thenumerical manifold method[J].Int.J.Comput.Methods,2011,8(2):315-347.
[10]  He L.Three Dimensional Numerical Manifold Method and RockEngineering Applications[D].Singapore:Nanyang TechnolgoicalUniversity,2010.
[11]  Li J C,Ma G W,Zhao J.An equivalent viscoelastic model for rock masswith parallel joints[J].J.Geophys.Res.,2010,115:3305-3315.
[12]  Li J C,Ma G W.Experimental study on stress wave propagationacross filling rock joint[J].Int.J.Rock Mech.Min.,2009,46(3):471-478.
[13]  Ma G W,An X M,Zhang H H,et al.Modeling complex crackproblems using the numerical manifold method[J].Int.J.Frac-ture,2009,156:21-35.
[14]  Ma G W,Li J C,Zhao J.Three-phase medium model for filled rockjoint and interaction with stress waves[J].Int.J.Numer.Anal.Meth.Geomech.,2011,35(1):97-110.
[15]  Ning Y J,An X M,Ma G W.Footwall slope stability analysis withthe numerical manifold method[J].Int.J.Rock Mech.Min,DOI:10.1016/j.ijrmms.2011.06.011.
[16]  Ren F,Fan L F,Ma G W.Simulation of viscoelastic behavior of de-fected rock by using numerical manifold method[J].Front.Ar-chit.Civ.Eng.China,2011,5(2):199-207.
[17]  Shi G H.Discontinuous Deformation Analysis:A New NumericalModel for the Static and Dynamics of Block Systems[D].USA:Berkeley,1988.

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