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                             95 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A constitutive model for the gravelly soil-structure interface considering particle breakage and fabric change Li, Tongda

165 C p.
artikel
2 A finite-volume implementation of the phase-field model for brittle fracture with adaptive mesh refinement Yang, X.L.

165 C p.
artikel
3 A hypoplastic model for unsaturated sand accounting for drying and wetting cycles Ni, Junjun

165 C p.
artikel
4 A modeling study of elastoplastic rock failure regime based on finite discrete elements Wang, Xinrui

165 C p.
artikel
5 A multiscale approach in modeling of chemically reactive porous media Saeedmonir, S.

165 C p.
artikel
6 A multi-scale fractal model of gas flow considering the evolution of kerogen microstructure and the multi-physical coupling Cheng, Gaojie

165 C p.
artikel
7 Analytical investigation of the shield-soil rotary friction on tunnelling-induced ground mechanical reactions Xie, Jiannan

165 C p.
artikel
8 Analytical solution for seepage pressure of multilayered sand seabed considering interaction between wave-current action and shield tunnel Zhang, Zhiguo

165 C p.
artikel
9 An automated computation method for flexible protection systems based on neural networks Liao, Linxu

165 C p.
artikel
10 An estimation equation for the TBM thrust force in creeping rock Leone, Thomas

165 C p.
artikel
11 A new method for analyzing the thermomechanical behavior and the null point movement of energy piles Liu, Kaining

165 C p.
artikel
12 A new theoretical model for the nonlinear flow in a rough rock fracture under shear Gao, Min

165 C p.
artikel
13 Angle of repose for superquadric particles: Investigating the effects of shape parameters Datta, Pingki

165 C p.
artikel
14 An improved numerical manifold method for crack propagation of concrete gravity dams under seismic loads Xu, Yujie

165 C p.
artikel
15 A novel framework for ascertaining the safety factor and critical slip surface of 3D slopes reinforced with piles Sun, Jiaping

165 C p.
artikel
16 A simple approach to probabilistic CPTu-based geotechnical stratigraphic profiling Collico, Stefano

165 C p.
artikel
17 A theoretical calculation method based on nonlinear analysis of offshore rigid monopile on sandy slopes under combined loading Zhang, Zhichao

165 C p.
artikel
18 A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage Wang, Xuelai

165 C p.
artikel
19 Attenuation of Rayleigh and pseudo surface waves in saturated soil by seismic metamaterials Cai, Runcheng

165 C p.
artikel
20 Bearing capacity of lunar soil ground under extraterrestrial environmental effects Xi, Banglu

165 C p.
artikel
21 Bimolecular reactive transport in a filled single fracture-matrix system considering the nonequilibrium sorption Wang, Hao-Yue

165 C p.
artikel
22 Combination of digital image processing and random generation in modeling soil-rock mixture slopes for post-failure analyses by material point method Wu, Yawen

165 C p.
artikel
23 Combined influence of rotated transverse anisotropy in mechanical parameters and hydraulic conductivity of soils on reliability evaluation of an unsaturated slope under rainfalls Liu, Lei-Lei

165 C p.
artikel
24 Comparison of lateral resistance between I-shaped and X-shaped sleepers using finite element and discrete element coupling method Chen, Cheng

165 C p.
artikel
25 Composite interpretability optimization ensemble learning inversion surrounding rock mechanical parameters and support optimization in soft rock tunnels Cui, Jingqi

165 C p.
artikel
26 Continuum-based heterogenous models for capturing brittle damage and failure of hard rocks under loading and unloading conditions Amiri, Fatemeh

165 C p.
artikel
27 Data assimilation for Bayesian updating of predicted embankment response using monitoring data Amavasai, Amardeep

165 C p.
artikel
28 Deep-learning-based landslide early warning method for loose deposits slope coupled with groundwater and rainfall monitoring Zhang, Sherong

165 C p.
artikel
29 DEM-based 2D numerical simulation of the rock cutting process using a conical pick under confining stress Wang, Shaofeng

165 C p.
artikel
30 DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles Kuang, Du-min

165 C p.
artikel
31 Development of BB model and investigation of P-wave propagation across jointed rock masses using CDEM Hu, Huanning

165 C p.
artikel
32 Drying-induced volumetric behaviour of clays interpreted via binary pore-scale modelling Pedrotti, Matteo

165 C p.
artikel
33 Editorial Board
165 C p.
artikel
34 Effect of heterogeneity of particle properties on the mechanical properties of sandy soil materials You, Minglong

165 C p.
artikel
35 Effects of particle shape, physical properties and particle size distribution on the small-strain stiffness of granular materials: A DEM study Gong, Jian

165 C p.
artikel
36 Elastic-viscoplastic model for coarse-grained soil considering particle breakage Su, Yanlin

165 C p.
artikel
37 Elastoplastic solutions for deep-buried twin tunnels with arbitrary shapes and various arrangements under biaxial in-situ stress field based on Mohr-Coulomb and generalized Hoek-Brown criteria Sheng, Yuming

165 C p.
artikel
38 Entrainment effect of dry and saturated path material on granular flow movement and the force of granular flow impacting on the retaining wall: A numerical study Wu, Fengyuan

165 C p.
artikel
39 Evaluating statistical homogeneity of cone penetration test (CPT) data profile using auto-correlation function Hu, Yue

165 C p.
artikel
40 Evaluation of Equivalent Thermal Conductivity for Carbon Fiber-Reinforced Bentonite through Experimental and Numerical Analysis Feng, Yuan

165 C p.
artikel
41 Experimental and numerical studies on the shear mechanical behavior of rock joints under normal vibration loads Ma, Bailong

165 C p.
artikel
42 Extension of discontinuous deformation analysis method for coupled reactive transport problems Gao, Jingyao

165 C p.
artikel
43 Impact of particle elongation on the behavior of round and angular granular media: Consequences of particle rotation and force chain development Ali, Usman

165 C p.
artikel
44 Implicit integration with a substepping scheme of the zero-elastic range SANISAND-Z model for sand Chen, Cheng

165 C p.
artikel
45 Importance of liquid bridge forces in dynamics of rock-ice avalanches: insights from discrete element simulations Ren, Yuhao

165 C p.
artikel
46 Influence of desorption hysteresis effects on coalbed methane migration and production based on dual-porosity medium model incorporating hysteresis pressure Chu, Peng

165 C p.
artikel
47 Inverse analysis of two in situ heater tests in Boom Clay to identify a range of anisotropic thermal conductivities Chen, Guangjing

165 C p.
artikel
48 Inversion of the Seepage Parameters of Earth/Rockfill Dams Considering the Coupling Effect of Seepage and Thermal Transfer Nan, Shenghao

165 C p.
artikel
49 Limit analysis on roof failure mechanism of tunnels subjected to sequential excavations Zeng, Zhengqiang

165 C p.
artikel
50 Mechanical analysis of toppling failure using FDEM: A case study for soft-hard interbedded anti-dip rock slope Guo, Hui

165 C p.
artikel
51 Mechanism of the post-suffusion mechanical response of gap-graded soils from the perspective of force-chain evolution Gao, Zhicheng

165 C p.
artikel
52 Mechanism of the variation in axial strain of sand subjected to undrained cyclic triaxial loading explained by DEM with non-spherical particles Ni, Xueqian

165 C p.
artikel
53 Mesoscopic modeling approach and application based on rock thin slices and nanoindentation Yang, Xu

165 C p.
artikel
54 Micro-mechanical analysis of particle shape effect on suffusion of gap-graded soils Xiong, Hao

165 C p.
artikel
55 Microscopic analysis of the nonlinear stiffness of granular materials at small-to-medium strain Zhou, Wenxuan

165 C p.
artikel
56 Modeling failure and instability of a single-jointed rock column based on finite deformation theory Li, Gen

165 C p.
artikel
57 Modeling large-deformation features of the Lower San Fernando Dam failure with the Material Point Method Talbot, Lauren E.D.

165 C p.
artikel
58 Modelling of shakedown, ratcheting and liquefaction of saturated granular soils using kinematic hardening with memory surface Chen, Liuxin

165 C p.
artikel
59 Modified non-dominated sorting genetic algorithm-II for the optimal design of soil-concrete periodic plane wave barriers Amanat, Shahab

165 C p.
artikel
60 Modified pseudo-dynamic bearing capacity of reinforced soil foundations Kang, Xudong

165 C p.
artikel
61 Multivariate probability distributions for index and mechanical clay parameters in Shenzhen Pan, Qiujing

165 C p.
artikel
62 NC92Soil: A computer code for deterministic and stochastic 1D equivalent linear seismic site response analyses Acunzo, Gianluca

165 C p.
artikel
63 New method and insight for stability analysis of compound slopes Zeng, Jinxiu

165 C p.
artikel
64 New procedure for soil-structure interaction problems incorporating free-field effects by 2D quadratic elements Bakhtaoui, Yacine

165 C p.
artikel
65 Nonlinear analysis for consolidation of soft soils improved by composite piles with stiff core and gravel shell Shan, Jie

165 C p.
artikel
66 Numerical analysis method of equivalent deformation parameters for grouted arch dam abutment fractured rock masses considering scale effects and anisotropy Shao, Chenfei

165 C p.
artikel
67 Numerical investigation of mixing process of high-pressure jet-cutting clay by water–air coaxial nozzle considering soil rheological properties Zhang, Feng

165 C p.
artikel
68 Numerical modeling on the deformation features of expansive soil slopes under moisture variations based on Fractal model Wang, Aoxun

165 C p.
artikel
69 Numerical Study on the Zonal Disintegration of a Deeply Buried High-Temperature Roadway during Cooling Chen, Baoping

165 C p.
artikel
70 Optimal selection of dictionary atoms for sparse dictionary learning of time-varying monitoring data in two-dimensional geotechnical problems Tian, Hua-Ming

165 C p.
artikel
71 Peridynamic modeling of step-path failure in rock slopes Wang, Wen

165 C p.
artikel
72 Predicting peak deviatoric stress of gravels with a novel segmented feature transformation approach Li, Duo

165 C p.
artikel
73 Prediction of ultimate bearing capacity of shallow foundations on cohesionless soil using hybrid LSTM and RVM approaches: An extended investigation of multicollinearity Khatti, Jitendra

165 C p.
artikel
74 Probabilistic analysis of ground settlement induced by tunnel excavation in multilayered soil considering spatial variability Zhang, Shichao

165 C p.
artikel
75 Probabilistic prediction of uniaxial compressive strength for rocks from sparse data using Bayesian Gaussian process regression with Synthetic Minority Oversampling Technique (SMOTE) Song, Chao

165 C p.
artikel
76 Probabilistic seismic capacity models for circular tunnels at different performance levels Xu, Longjun

165 C p.
artikel
77 Property evaluation by numerical modelling based on voxelized images – Accuracy versus resolution Jiang, Yingbo

165 C p.
artikel
78 Revisiting DLVO theory to inform particle-scale modelling of clays Casarella, Angela

165 C p.
artikel
79 Revisiting the face stability of circular tunnels driven in strength nonlinearity soils Li, Y.X.

165 C p.
artikel
80 Root size effects on transverse root-soil interactions Zhang, X.

165 C p.
artikel
81 Seismic active earth pressure for 3D earth retaining structure following a nonlinear failure criterion Xu, Jingshu

165 C p.
artikel
82 Seismically progressive motion mechanism of earth slopes considering shear band porewater pressure feedback under earthquake excitations Zhang, Tong

165 C p.
artikel
83 Semi-numerical analysis of negative skin friction on permeable pile due to consolidation induced by piling Wang, Zongqin

165 C p.
artikel
84 Stability analysis for excavation in frictional soils based on upper bound method Jin, Zixian

165 C p.
artikel
85 Stability analysis of a 3D shallow tunnel face considering the inclined excavation and inclined ground surface Cheng, Xiao

165 C p.
artikel
86 Stability analysis of unsaturated soil slopes with cracks under rainfall infiltration conditions Zhang, Lei

165 C p.
artikel
87 Study on the influence of statistical geometrical characteristics on the permeability tensor of fractured rock masses by the equivalent pipe network method Mi, Xianzhen

165 C p.
artikel
88 The mechanism of large-scale river valley deformation induced by impoundment at the Baihetan Hydropower Station Rong, Guan

165 C p.
artikel
89 Theoretical analysis of dynamic performance of concrete-filled steel tube pile under vertical load Liu, Xin

165 C p.
artikel
90 Theoretical analysis of stratum horizontal displacements caused by small radius curve shield tunneling Zhang, Xu

165 C p.
artikel
91 Theoretical analysis of the surrounding rock stress field and energy field in shallow rectangular chambers during excavation Zhao, Zenghui

165 C p.
artikel
92 Time-step constraints in coupled hydro-mechanical finite element analysis of unsaturated soils Cui, Wenjie

165 C p.
artikel
93 Toward large-scale fine resolution DEM landslide simulations: periodic granular box for efficient modeling of excavatable slope Chen, Jian

165 C p.
artikel
94 True-triaxial simulation of sandstone with full range of σ 2 based on the Rigid-Body-Spring method He, Chen

165 C p.
artikel
95 Viscos-elastic-plastic solution for deep buried tunnels considering tunnel face effect and sequential installation of double linings Chu, Zhaofei

165 C p.
artikel
                             95 gevonden resultaten
 
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