[1]
A. Hrennikoff , Solution of problems of elasticity by the framework method, ASME J Appl Mech. 8 (1941): A619-A715.
Google Scholar
[2]
F. Darve, F. Nicot, On incremental non-linearity in granular media: phenomenological and multi-scale views (Part I), Int J Numer Anal Meth Geomech, 29 (2005): 1387–1409.
DOI: 10.1002/nag.466
Google Scholar
[3]
GF. Zhao, J. Fang, J. Zhao, A 3D distinct lattice spring model for elasticity and dynamic failure, Int J Numer Anal Meth Geomech, 35 (2011): 859–885.
DOI: 10.1002/nag.930
Google Scholar
[4]
GF. Zhao, Development of micro-macro continuum-discontinuum coupled numerical method, PhD Thesis, EPFL, Switzerland, (2010).
Google Scholar
[5]
T. Kazerani, GF. Zhao, J. Zhao, Dynamic fracturing simulation of brittle material using the Distinct Lattice Spring Model (DLSM) with a full rate-dependent cohesive law, Rock Mech Rock Eng, 43 (2010): 717-726.
DOI: 10.1007/s00603-010-0099-0
Google Scholar
[6]
JB. Zhu, GF. Zhao, XB. Zhao, J. Zhao, Validation study of Distinct Lattice Spring Model (DLSM) on P-wave propagation across multiple parallel joints, Comput Geotech, 38 (2011): 298-304.
DOI: 10.1016/j.compgeo.2010.12.002
Google Scholar
[7]
S. You, GF. Zhao, HG. Ji, Model for Transversely Isotropic Materials Based on Distinct Lattice Spring Model (DLSM), J Comput, 6 (2011): 1139-1144.
DOI: 10.4304/jcp.6.6.1139-1144
Google Scholar
[8]
YX. Zhao, GF. Zhao, YD. Jiang, Experimental and numerical modelling investigation on fracturing in coal under impact loads, 183 (2013): 63-80.
DOI: 10.1007/s10704-013-9876-6
Google Scholar
[9]
SP. Xiao, T. Belytschko, A bridging domain method for coupling continua with molecular dynamics, Comput Methods Appl Mech Eng, 193 (2004): 1645–69.
DOI: 10.1016/j.cma.2003.12.053
Google Scholar
[10]
B. Yan, RA. Regueiro, S. Sture, Three-dimensional ellipsoidal discrete element modeling of granular materials and its coupling with finite element facets. Eng Computation, 27 (2010): 519–50.
DOI: 10.1108/02644401011044603
Google Scholar
[11]
GF. Zhao, N. Khalili, J. Fang, J. Zhao, A coupled distinct lattice spring model for rock failure under dynamic loads, Comput Geotech, 42 (2012): 1-20.
DOI: 10.1016/j.compgeo.2011.12.006
Google Scholar
[12]
GF. Zhao, Rock cutting by coupled Discontinuous Deformation Analysis and Distinct Lattice Spring Model, Proc The 1st Workshop on DDA, Seoul, Korea, (2012): 84-91.
Google Scholar
[13]
GH. Shi, Discontinuous Deformation Analysis: A New Numerical Model for the Statics and Dynamics of Block Systems, PhD Thesis, University California Berkeley, USA, (1988).
Google Scholar
[14]
GF. Zhao, JN. Fang, L. Sun, J. Zhao, Parallelization of the Distinct Lattice Spring Model, Int J Numer Anal Meth Geomech, 37 (2013): 51-54.
DOI: 10.1002/nag.1085
Google Scholar
[15]
GF. Zhao, N. Khalili, Graphics Processing Unit based Parallelization of the Distinct Lattice Spring Model, Comput Geotech, 42 (2012): 109-117.
DOI: 10.1016/j.compgeo.2012.01.004
Google Scholar
[16]
GF. Zhao, JN. Fang, J. Zhao, A MLS-based lattice spring model for simulating elasticity of materials, Int J Comput Method, 09 (2012): 1250037_01-22.
DOI: 10.1142/s0219876212500375
Google Scholar
[17]
SF. Zhao, GF. Zhao GF, Implementation of a high order lattice spring model for elasticity, Int J solids Struct, 49 (2012): 2568-2581.
DOI: 10.1016/j.ijsolstr.2012.05.015
Google Scholar
[18]
GF. Zhao, N. Khalili, A lattice spring model for coupled fluid flow and deformation problems in geomechanics, Rock Mech Rock Eng, 45 (2012): 781-799.
DOI: 10.1007/s00603-012-0291-5
Google Scholar