| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 2.5D coupled FEM-BEM-MFS methodology for longitudinally invariant soil-structure interaction problems
|
Liravi, Hassan
|
|
|
132 |
C |
p.
|
artikel
|
| 2 |
A fully coupled hydromechanical XFEM model for the simulation of 3D non-planar fluid-driven fracture propagation
|
Shi, Fang
|
|
|
132 |
C |
p.
|
artikel
|
| 3 |
A generalized Hellinger-Reissner variational principle and its PFEM formulation for dynamic analysis of saturated porous media
|
Wang, Liang
|
|
|
132 |
C |
p.
|
artikel
|
| 4 |
A generalized joint pyramid method for removability analysis of rock blocks: Theoretical formulation and numerical implementation
|
Wang, Shuaifeng
|
|
|
132 |
C |
p.
|
artikel
|
| 5 |
An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition
|
Li, Lin
|
|
|
132 |
C |
p.
|
artikel
|
| 6 |
An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM
|
Chen, Yuan
|
|
|
132 |
C |
p.
|
artikel
|
| 7 |
A new isotropic hyper-elasticity model for enhancing the rate of convergence of Mohr-Coulomb-like constitutive models and application to shallow foundations and trapdoors
|
Argani, L.P.
|
|
|
132 |
C |
p.
|
artikel
|
| 8 |
A non-probabilistic information-gap approach to rock tunnel reliability assessment under severe uncertainty
|
Li, Xiang
|
|
|
132 |
C |
p.
|
artikel
|
| 9 |
A transient backward erosion piping model based on laminar flow transport equations
|
Wewer, Manuel
|
|
|
132 |
C |
p.
|
artikel
|
| 10 |
Bayesian hierarchical and measurement uncertainty model building for liquefaction triggering assessment
|
Schmidt, Jonathan
|
|
|
132 |
C |
p.
|
artikel
|
| 11 |
Characterizing uplift load capacity of micropiles embedded in soil and rock considering inclined installation conditions
|
Abbas, Qaisar
|
|
|
132 |
C |
p.
|
artikel
|
| 12 |
Comprehensive coupled thermo-hydro-bio-mechanical model for holistic performance assessment of municipal solid waste landfills
|
Kumar, Girish
|
|
|
132 |
C |
p.
|
artikel
|
| 13 |
3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands
|
Nie, Jia-Yan
|
|
|
132 |
C |
p.
|
artikel
|
| 14 |
Determination of geomaterial mechanical parameters based on back analysis and reduced-order model
|
Zhao, Hongbo
|
|
|
132 |
C |
p.
|
artikel
|
| 15 |
Development of a viscoelastoplastic contact model for the size- and velocity-dependent normal restitution coefficient of a rock sphere upon impact
|
Ye, Yang
|
|
|
132 |
C |
p.
|
artikel
|
| 16 |
Diffused arching in embankments supported by non-compliant columns with capping beams
|
Brzeziński, Karol
|
|
|
132 |
C |
p.
|
artikel
|
| 17 |
3D modelling of soil-rock mixtures considering the morphology and fracture characteristics of breakable blocks
|
Hu, Xinli
|
|
|
132 |
C |
p.
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
132 |
C |
p.
|
artikel
|
| 19 |
Evaluation of geosynthetic-encased column-supported embankments with emphasis on penetration of column toe
|
Zhou, Yang
|
|
|
132 |
C |
p.
|
artikel
|
| 20 |
Failure assessment of reinforced rock slopes subjected to bolt corrosion considering correlated multiple failure modes
|
Fu, Guoyang
|
|
|
132 |
C |
p.
|
artikel
|
| 21 |
Formulation, validation and application of a practice-oriented two-surface plasticity sand model
|
Cheng, Zhao
|
|
|
132 |
C |
p.
|
artikel
|
| 22 |
Fourier series-based discrete element method for two-dimensional concave irregular particles
|
Su, Dong
|
|
|
132 |
C |
p.
|
artikel
|
| 23 |
FSAT – A fracture surface analysis toolbox in MATLAB to compare 2D and 3D surface measures
|
Heinze, Thomas
|
|
|
132 |
C |
p.
|
artikel
|
| 24 |
Geotechnical and Structural stochastic analysis of piled solar farm foundations
|
Kelly, Richard
|
|
|
132 |
C |
p.
|
artikel
|
| 25 |
Hybrid finite volume-finite element methods for hydro-mechanical analysis in highly heterogeneous porous media
|
Asadi, Roza
|
|
|
132 |
C |
p.
|
artikel
|
| 26 |
Implicit numerical integration of highly nonlinear plasticity models
|
Geng, Dajiang
|
|
|
132 |
C |
p.
|
artikel
|
| 27 |
Influence of encasement length and geosynthetic stiffness on the performance of stone column: 3D DEM-FDM coupled numerical investigation
|
Xu, Zeyu
|
|
|
132 |
C |
p.
|
artikel
|
| 28 |
Influence of unsteady temperature on the stress field of a deep buried circular lining tunnel
|
Cheng, Qian-xiang
|
|
|
132 |
C |
p.
|
artikel
|
| 29 |
Influence of weak inclusions on the fracturing and fractal behavior of a jointed rock mass containing an opening: Experimental and numerical studies
|
Zhang, Ke
|
|
|
132 |
C |
p.
|
artikel
|
| 30 |
Lateral free-field responses and kinematic interaction of monopiles to obliquely incident seismic waves in offshore engineering
|
He, Rui
|
|
|
132 |
C |
p.
|
artikel
|
| 31 |
Non-uniqueness and uncertainty quantification of relative permeability measurements by inverse modelling
|
Berg, Steffen
|
|
|
132 |
C |
p.
|
artikel
|
| 32 |
Numerical modelling of transverse cracking in embankment dams
|
He, Ke
|
|
|
132 |
C |
p.
|
artikel
|
| 33 |
Numerical study of the chemo-mechanical behavior of FEBEX bentonite in nuclear waste disposal based on the Barcelona expansive model
|
Xu, Hao
|
|
|
132 |
C |
p.
|
artikel
|
| 34 |
On numerical simulation of vertical drains using linear 1-dimensional drain elements
|
Kan, Mojtaba E.
|
|
|
132 |
C |
p.
|
artikel
|
| 35 |
On the evolution law of a contact normal-based fabric tensor for granular materials
|
Hu, Nian
|
|
|
132 |
C |
p.
|
artikel
|
| 36 |
Particle clustering dynamics in dense-phase particle-fluid slurries
|
Yamashiro, Brian D.
|
|
|
132 |
C |
p.
|
artikel
|
| 37 |
Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses
|
Zhou, Zongqing
|
|
|
132 |
C |
p.
|
artikel
|
| 38 |
Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling
|
Liu, Xin
|
|
|
132 |
C |
p.
|
artikel
|
| 39 |
Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength
|
Huang, L.
|
|
|
132 |
C |
p.
|
artikel
|
| 40 |
Reply to the discussion on “Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis”
|
Tang, Xiao-Song
|
|
|
132 |
C |
p.
|
artikel
|
| 41 |
Response surface guided adaptive slope reliability analysis in spatially varying soils
|
Zhou, Zheng
|
|
|
132 |
C |
p.
|
artikel
|
| 42 |
Seismic response of large earth dams in near-source areas
|
Sica, Stefania
|
|
|
132 |
C |
p.
|
artikel
|
| 43 |
Seismic stability of coal tailings dams with spatially variable and liquefiable coal tailings using pore pressure plasticity models
|
Salam, Sajjad
|
|
|
132 |
C |
p.
|
artikel
|
| 44 |
Shear band static evolution by spatially mobilized plane criterion based Drucker-Prager model and numerical manifold method
|
Fan, Zibo
|
|
|
132 |
C |
p.
|
artikel
|
| 45 |
Simplified model of defective pile-soil interaction considering three-dimensional effect and application to integrity testing
|
Liu, Xin
|
|
|
132 |
C |
p.
|
artikel
|
| 46 |
Simplified t-z models for estimating the frequency and inclination of jacket supported offshore wind turbines
|
Zhou, Wenjie
|
|
|
132 |
C |
p.
|
artikel
|
| 47 |
Time-dependent load transfer behavior of grouted anchors in laterite
|
Chen, Changfu
|
|
|
132 |
C |
p.
|
artikel
|
| 48 |
Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow
|
Tayyebi, Saeid Moussavi
|
|
|
132 |
C |
p.
|
artikel
|
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