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 |