nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A Bayesian inference framework for geomaterial characterization and evaluation of complex soil-structure interactions
|
Jong, S.C. |
|
|
172 |
C |
p. |
artikel |
2 |
A bounding surface model for overconsolidated clays with unified plastic potential function in triaxial and general stress state
|
Xu, Bin |
|
|
172 |
C |
p. |
artikel |
3 |
A coupled hygro-mechanical model for moisture diffusion and curling mechanism in saturated and unsaturated soil using ordinary state-based peridynamics
|
Liu, Panyong |
|
|
172 |
C |
p. |
artikel |
4 |
Adaptive Kriging-assisted system reliability method for implicit limit state surfaces and its application in landslide runout risk assessment
|
Liao, Wenwang |
|
|
172 |
C |
p. |
artikel |
5 |
A developed soil reaction model for large- diameter monopiles in sand based on hyperbolic curves
|
Zhang, Xiuyang |
|
|
172 |
C |
p. |
artikel |
6 |
A hypoplastic model for sand-fines mixtures
|
Liao, Dong |
|
|
172 |
C |
p. |
artikel |
7 |
Analyzing the dynamic failure process of coral reef limestone through digital core-based numerical trials
|
Zhu, Yingwei |
|
|
172 |
C |
p. |
artikel |
8 |
An approach to DEM simulation of hollow torsional shear tests for achieving general loading paths
|
Ma, Qiang |
|
|
172 |
C |
p. |
artikel |
9 |
An improved pressure dependent multi-yield surface model: calibration and validation
|
Elbadawy, Mohamed A. |
|
|
172 |
C |
p. |
artikel |
10 |
A nonlocal material point method for the simulation of large deformation problems in brittle soils
|
González Acosta, José L. |
|
|
172 |
C |
p. |
artikel |
11 |
A novel dimension reduction-based metamodel approach for efficient slope reliability analysis considering soil spatial variability
|
Liu, Xian |
|
|
172 |
C |
p. |
artikel |
12 |
A novel identification model for rock burst grades-taking Jinping II hydropower station hub engineering as an example
|
Kuang, He Wei |
|
|
172 |
C |
p. |
artikel |
13 |
Application of an improved non-stationary random field model in the random seismic response analysis of a rebuilt landslide dam
|
Feng, Wenquan |
|
|
172 |
C |
p. |
artikel |
14 |
A PRE-IE-AFOSM-based approach for the reliability analysis of rock slope stability
|
Sheng, Taozhen |
|
|
172 |
C |
p. |
artikel |
15 |
A stabilized single-point u-w element for dynamic analysis of saturated porous media
|
Fan, Zexu |
|
|
172 |
C |
p. |
artikel |
16 |
A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model
|
Lin, Congyu |
|
|
172 |
C |
p. |
artikel |
17 |
Bearing capacity for circular footings and suction caissons on cohesionless soil subjected to vertical loads
|
Shili, M.A. |
|
|
172 |
C |
p. |
artikel |
18 |
Calculation method for the response changes of existing bridge piles caused by side penetration of shield tunnels considering construction factors and cumulative impact of excavation
|
Cao, Kai |
|
|
172 |
C |
p. |
artikel |
19 |
Chisel bits cutting force estimation using XGBoost and different optimization algorithms
|
Rouhani, Mohammad Matin |
|
|
172 |
C |
p. |
artikel |
20 |
Coupled DEM/CFD analysis of impact of free water on the static and dynamic response of concrete in tension regime
|
Krzaczek, M. |
|
|
172 |
C |
p. |
artikel |
21 |
Coupled Electromagnetic-Thermal-Mechanical modeling on the damage mechanism of coaxial microwave heating granite
|
Duan, Zhibo |
|
|
172 |
C |
p. |
artikel |
22 |
Coupled thermo-hydro-mechanical hypoplastic model for partially saturated fine-grained soils under monotonic and cyclic loading
|
Pico, M. |
|
|
172 |
C |
p. |
artikel |
23 |
Crack analysis using a dislocation-based displacement discontinuity method: Derivation of higher-order elements, numerical implementation, and accuracy analysis
|
Abdollahipour, Abolfazl |
|
|
172 |
C |
p. |
artikel |
24 |
Do small block treatments matter in block identification for rock block system mechanical analysis?
|
Tian, Zheqi |
|
|
172 |
C |
p. |
artikel |
25 |
Dynamic fragmentation characteristics of a heavily Jointed Rock Avalanche: DEM simulation and field seismic signal analysis
|
Chang, Wenbin |
|
|
172 |
C |
p. |
artikel |
26 |
Dynamic responses of a rough road comprising dry and saturated layers subjected to moving-vibratory elliptical traffic load: Insights from a GMM-based semi-analytical solution
|
Ren, Pengli |
|
|
172 |
C |
p. |
artikel |
27 |
Editorial Board
|
|
|
|
172 |
C |
p. |
artikel |
28 |
Effects of Micropores on the Vapor Sorption Isotherm and Structural Parameters Characterization of Kaolinite
|
Wang, Yijie |
|
|
172 |
C |
p. |
artikel |
29 |
Experimental and numerical simulation study on the evolution of mechanical properties of granite after thermal treatment
|
Jin, Yunzhe |
|
|
172 |
C |
p. |
artikel |
30 |
Fast physically-based probabilistic modelling of rainfall-induced shallow landslide susceptibility at the regional scale considering geotechnical uncertainties and different hydrological conditions
|
Cui, Hongzhi |
|
|
172 |
C |
p. |
artikel |
31 |
Finite element modelling of pipe piles driven in low-to-medium density chalk under monotonic axial loading
|
Wen, Kai |
|
|
172 |
C |
p. |
artikel |
32 |
Heat transfer characteristics of energy piles considering temperature-dependent soil thermal conductivity
|
Xi, Wang |
|
|
172 |
C |
p. |
artikel |
33 |
Hybrid Finite-Element Material-Point Method for Reinforced Slopes
|
Fei, Jianbo |
|
|
172 |
C |
p. |
artikel |
34 |
Hydromechanical embedded finite element for conductive and impermeable strong discontinuities in porous media
|
Cavalcanti, Danilo |
|
|
172 |
C |
p. |
artikel |
35 |
Hypoplastic model for solid-like and fluid-like granular flows
|
Wang, Yadong |
|
|
172 |
C |
p. |
artikel |
36 |
Implementation and appraisal of stress recovery techniques for embedded finite elements with frictional contact
|
Granitzer, Andreas-Nizar |
|
|
172 |
C |
p. |
artikel |
37 |
Implications of infinite rock slope analysis: Tension cut-off and graphical interpretation
|
Park, Dowon |
|
|
172 |
C |
p. |
artikel |
38 |
Influence of rotated anisotropy and spatial variability of undrained clay on bearing capacity of strip footings under eccentric loading
|
Das, Shuvankar |
|
|
172 |
C |
p. |
artikel |
39 |
Lateral bearing factors and elastic stiffness factors for robotic CPT p-y module in undrained clay
|
Wen, Kai |
|
|
172 |
C |
p. |
artikel |
40 |
Lateral holding behaviour of torpedo piles in spatially variable soil: Development of a probabilistic design approach
|
Yi, Jiang Tao |
|
|
172 |
C |
p. |
artikel |
41 |
Long-term stress characteristics of a box culvert with a load reduction system using geogrids and EPS under high fill
|
Ren, Guoqing |
|
|
172 |
C |
p. |
artikel |
42 |
MEG3D——An Open-Source Software for DFN Model and 3D Numerical Manifold Elements Generation
|
Tong, Defu |
|
|
172 |
C |
p. |
artikel |
43 |
Modeling fluid-driven propagation of 3D complex crossing fractures with the extended finite element method
|
Shi, Fang |
|
|
172 |
C |
p. |
artikel |
44 |
Modelling dynamic fracture and fragmentation of rocks under multiaxial coupled static and dynamic loads with a parallelised 3D FDEM
|
Han, Haoyu |
|
|
172 |
C |
p. |
artikel |
45 |
Model test and discrete element method simulation of tunnel face stability in sand-gravel inclined layered stratum
|
Tu, Shiqin |
|
|
172 |
C |
p. |
artikel |
46 |
Moment load impact on resistance of foundation soils to seismic loads
|
Kim, Yeon Sam |
|
|
172 |
C |
p. |
artikel |
47 |
MPM analysis for the stability mode and failure characteristics of tunnel face considering unsupported length
|
Yang, Henghong |
|
|
172 |
C |
p. |
artikel |
48 |
Multiscale investigation of bonded granular materials: The H-bond model
|
Liu, Zeyong |
|
|
172 |
C |
p. |
artikel |
49 |
Numerical modelling of sand liquefaction via a weakly coupled approach between lattice spring and discrete element methods
|
Li, Zhe |
|
|
172 |
C |
p. |
artikel |
50 |
Numerical simulation of fracture propagation morphology in hydraulic fracturing development of geothermal reservoirs based on the CDEM-THM3D
|
Jiwei, Wang |
|
|
172 |
C |
p. |
artikel |
51 |
Numerical study on the dynamic fragmentation of rock under cyclic blasting and different in-situ stresses
|
Ni, Yu |
|
|
172 |
C |
p. |
artikel |
52 |
Parallel implementation of LS-DEM with hybrid MPI+OpenMP
|
Tan, Peng |
|
|
172 |
C |
p. |
artikel |
53 |
Parameter optimization of phase-field-based LBM model for calculating capillary forces
|
Bouchard, R. |
|
|
172 |
C |
p. |
artikel |
54 |
Pore pressure parameters for unsaturated soils
|
Gharehdaghi, Mahnoush |
|
|
172 |
C |
p. |
artikel |
55 |
Pore-Scale Modeling of the MICP process by using a coupled FEM-LBM-CA Model: With a focus on the heterogeneity of the pore structures
|
Feng, Dianlei |
|
|
172 |
C |
p. |
artikel |
56 |
Practical copula-based FORM for efficient slope reliability analysis involving correlated non-normal variables
|
Tang, Xiao-Song |
|
|
172 |
C |
p. |
artikel |
57 |
Probabilistic assessment of 3D slope failures in spatially variable soils by cooperative stochastic material point method
|
Jiang, Shui-Hua |
|
|
172 |
C |
p. |
artikel |
58 |
Reliability analyses of underground tunnels by an adaptive support vector regression model
|
Thapa, Axay |
|
|
172 |
C |
p. |
artikel |
59 |
Semi-analytical solution for seismic response of circular lined tunnel in alpine valley composite site
|
Liang, Yuwang |
|
|
172 |
C |
p. |
artikel |
60 |
Simulation of cone penetration in soil using the material point method
|
Bisht, Vibhav |
|
|
172 |
C |
p. |
artikel |
61 |
Soil improvement using biostimulated MICP: Mechanical and biochemical experiments, reactive transport modelling, and parametric analysis
|
Wang, Yi-jie |
|
|
172 |
C |
p. |
artikel |
62 |
Study on mechanism of particle aggregation and pore formation during loess air-fall deposition based on discrete element method
|
Zhao, Yuan |
|
|
172 |
C |
p. |
artikel |
63 |
Study on the variations in the mesostructure and mechanical properties of soil around laterally loaded GFRP–trapezoidal core sandwich piles based on the continuum–discrete coupling method
|
Xiang, Junzheng |
|
|
172 |
C |
p. |
artikel |
64 |
The calculation method of vertical bearing capacity of pile foundation considering cyclic weakening effect of soft clay
|
Xiao-ling, Zhang |
|
|
172 |
C |
p. |
artikel |
65 |
Thermodynamic constitutive model for calcareous sand considering specimen preparation
|
Xiao, Yang |
|
|
172 |
C |
p. |
artikel |
66 |
Three-dimensional solution for braced excavation-induced ground settlement
|
Li, Hao |
|
|
172 |
C |
p. |
artikel |
67 |
Time-dependent behavior of vertically loaded rock-socketed piles in multilayered saturated viscoelastic rock-soil mass
|
Chen, Yuan Feng |
|
|
172 |
C |
p. |
artikel |
68 |
Torsional vibration of a pile in unsaturated soil considering the construction disturbance
|
Li, Zhenya |
|
|
172 |
C |
p. |
artikel |
69 |
Vertical vibration of an embedded flexible foundation in multi-layered transversely isotropic saturated soil
|
Senjuntichai, T. |
|
|
172 |
C |
p. |
artikel |