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(2019) Computers and Geotechnics Vol. 112. Elsevier BV

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Reference TypeJournal (volume)
JournalComputers and Geotechnics
Year2019Volume<   112   >
PublisherElsevier BV
Mindat Ref. ID1007640Long-form Identifiermindat:1:5:1007640:4
GUID0
Full Reference(2019) Computers and Geotechnics Vol. 112. Elsevier BV
Plain Text(2019) Computers and Geotechnics Vol. 112. Elsevier BV
InElsevier BV (1985 - 2020) Computers and Geotechnics

Contains

(2019) Editorial Board. Computers and Geotechnics, 112. doi:10.1016/s0266-352x(19)30176-4
Zhang, Shihuai, Wu, Shunchuan, Duan, Kang (2019) Study on the deformation and strength characteristics of hard rock under true triaxial stress state using bonded-particle model. Computers and Geotechnics, 112. 1-16 doi:10.1016/j.compgeo.2019.04.005
Montoya-Araque, Exneyder A., Suarez-Burgoa, Ludger O. (2019) Automatic generation of tortuous failure surfaces in block-in-matrix materials for 2D slope stability assessments. Computers and Geotechnics, 112. 17-22 doi:10.1016/j.compgeo.2019.04.002
Xiao, Yao, Zhao, Minghua, Zhang, Rui, Zhao, Heng, Peng, Wenzhe (2019) Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics, 112. 23-34 doi:10.1016/j.compgeo.2019.04.006
Gong, Jian, Wang, Xiang, Li, Liang, Nie, Zhihong (2019) DEM study of the effect of fines content on the small-strain stiffness of gap-graded soils. Computers and Geotechnics, 112. 35-40 doi:10.1016/j.compgeo.2019.04.008
Cui, Jifei, Li, Jingpei, Zhao, Gaowen (2019) Long-term time-dependent load-settlement characteristics of a driven pile in clay. Computers and Geotechnics, 112. 41-50 doi:10.1016/j.compgeo.2019.04.007
Chiu, Chia-Chi, Weng, Meng-Chia (2019) DEM simulation of planar sliding using a particulate interface model considering velocity-dependent friction. Computers and Geotechnics, 112. 51-59 doi:10.1016/j.compgeo.2019.04.001
Rafeh, F., Mroueh, H., Burlon, S. (2019) Shallow chalk quarry stability using an original shear strength reduction approach. Computers and Geotechnics, 112. 60-71 doi:10.1016/j.compgeo.2019.04.004
Tong, Chen-Xi, Zhang, Ke-Fen, Zhang, Sheng, Sheng, Daichao (2019) A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number. Computers and Geotechnics, 112. 72-80 doi:10.1016/j.compgeo.2019.04.010
Zeng, T., Shao, J.F., Yao, Y. (2019) An upscaled model for elastoplastic behavior of the Callovo-Oxfordian argillite. Computers and Geotechnics, 112. 81-92 doi:10.1016/j.compgeo.2019.04.003
Song, Zhu, Liang, Fayun, Chen, Shengli (2019) Thermo-osmosis and mechano-caloric couplings on THM responses of porous medium under point heat source. Computers and Geotechnics, 112. 93-103 doi:10.1016/j.compgeo.2019.04.011
Chen, Dongfang, Xu, Dingping, Ren, Gaofeng, Jiang, Quan, Liu, Guofeng, Wan, Liangpeng, Li, Ning (2019) Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters. Computers and Geotechnics, 112. 104-119 doi:10.1016/j.compgeo.2019.04.012
Zhou, Wenjie, Wang, Lizhong, Guo, Zhen, Liu, Junwei, Rui, Shengjie (2019) A novel t-z model to predict the pile responses under axial cyclic loadings. Computers and Geotechnics, 112. 120-134 doi:10.1016/j.compgeo.2019.04.027
Cruz, Francisco, Roehl, Deane, Vargas, Eurípedes do Amaral (2019) An XFEM implementation in Abaqus to model intersections between fractures in porous rocks. Computers and Geotechnics, 112. 135-146 doi:10.1016/j.compgeo.2019.04.014
Ma, Gang, Chen, Yuan, Yao, Fuhai, Zhou, Wei, Wang, Qiao (2019) Evolution of particle size and shape towards a steady state: Insights from FDEM simulations of crushable granular materials. Computers and Geotechnics, 112. 147-158 doi:10.1016/j.compgeo.2019.04.022
Gao, Guo-Hui, Li, Dian-Qing, Cao, Zi-Jun, Wang, Yu, Zhang, Lulu (2019) Full probabilistic design of earth retaining structures using generalized subset simulation. Computers and Geotechnics, 112. 159-172 doi:10.1016/j.compgeo.2019.04.020
Staubach, P., Machaček, J. (2019) Influence of relative acceleration in saturated sand: Analytical approach and simulation of vibratory pile driving tests. Computers and Geotechnics, 112. 173-184 doi:10.1016/j.compgeo.2019.03.027
Tan, Xin., Konietzky, Heinz. (2019) Numerical simulation of permeability evolution during progressive failure of Aue granite at the grain scale level. Computers and Geotechnics, 112. 185-196 doi:10.1016/j.compgeo.2019.04.016
Świtała, Barbara Maria, Wu, Wei, Wang, Shun (2019) Implementation of a coupled hydro-mechanical model for root-reinforced soils in finite element code. Computers and Geotechnics, 112. 197-203 doi:10.1016/j.compgeo.2019.04.015
Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays. Computers and Geotechnics, 112. 204-217 doi:10.1016/j.compgeo.2019.04.018
Shams, Mohamed A., Shahin, Mohamed A., Ismail, Mostafa A. (2019) Numerical analysis of slab foundations on reactive soils incorporating sand cushions. Computers and Geotechnics, 112. 218-229 doi:10.1016/j.compgeo.2019.04.026
Hassan, Shehab, El Shamy, Usama (2019) DEM simulations of the seismic response of granular slopes. Computers and Geotechnics, 112. 230-244 doi:10.1016/j.compgeo.2019.04.019
He, Yi, Liu, Yan, Hazarika, Hemanta, Yuan, Ran (2019) Stability analysis of seismic slopes with tensile strength cut-off. Computers and Geotechnics, 112. 245-256 doi:10.1016/j.compgeo.2019.04.029
Zhan, Ling, Peng, Chong, Zhang, Bingyin, Wu, Wei (2019) Three-dimensional modeling of granular flow impact on rigid and deformable structures. Computers and Geotechnics, 112. 257-271 doi:10.1016/j.compgeo.2019.03.019
Hageman, Tim, Pervaiz Fathima, K.M., de Borst, René (2019) Isogeometric analysis of fracture propagation in saturated porous media due to a pressurised non-Newtonian fluid. Computers and Geotechnics, 112. 272-283 doi:10.1016/j.compgeo.2019.04.030
Tang, Yang, Wu, Wei, Yin, Kunlong, Wang, Shun, Lei, Guoping (2019) A hydro-mechanical coupled analysis of rainfall induced landslide using a hypoplastic constitutive model. Computers and Geotechnics, 112. 284-292 doi:10.1016/j.compgeo.2019.04.024
Yu, Li, Lyu, Cheng, Wang, Mingnian, Xu, Tianyuan (2019) Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion. Computers and Geotechnics, 112. 293-301 doi:10.1016/j.compgeo.2019.04.025
Dong, K., Connolly, D.P., Laghrouche, O., Woodward, P.K., Alves Costa, P. (2019) Non-linear soil behaviour on high speed rail lines. Computers and Geotechnics, 112. 302-318 doi:10.1016/j.compgeo.2019.03.028
Meng, Jingjing, Cao, Ping, Huang, Jinsong, Lin, Hang, Li, Kaihui, Cao, Rihong (2019) Three-dimensional spherical discontinuous deformation analysis using second-order cone programming. Computers and Geotechnics, 112. 319-328 doi:10.1016/j.compgeo.2019.04.023
Jaradat, Karam A., Abdelaziz, Sherif L. (2019) On the use of discrete element method for multi-scale assessment of clay behavior. Computers and Geotechnics, 112. 329-341 doi:10.1016/j.compgeo.2019.05.001
Li, Z.W., Yang, X.L., Li, Y.X. (2019) Active earth pressure coefficients based on a 3D rotational mechanism. Computers and Geotechnics, 112. 342-349 doi:10.1016/j.compgeo.2019.05.005
Xiao, Fei, Shang, Junlong, Zhao, Zhiye (2019) DDA based grouting prediction and linkage between fracture aperture distribution and grouting characteristics. Computers and Geotechnics, 112. 350-369 doi:10.1016/j.compgeo.2019.04.028
Abadie, C.N., Houlsby, G.T., Byrne, B.W. (2019) A method for calibration of the Hyperplastic Accelerated Ratcheting Model (HARM) Computers and Geotechnics, 112. 370-385 doi:10.1016/j.compgeo.2019.04.017
Petalas, Alexandros L., Dafalias, Yannis F. (2019) Implicit integration of incrementally non-linear, zero- elastic range, bounding surface plasticity. Computers and Geotechnics, 112. 386-402 doi:10.1016/j.compgeo.2019.04.009
Wu, Juntao, Wang, Kuihua, El Naggar, M. Hesham (2019) Half-space dynamic soil model excited by known longitudinal vibration of a defective pile. Computers and Geotechnics, 112. 403-412 doi:10.1016/j.compgeo.2019.05.006

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