| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A better understanding of the mechanics of borehole breakout utilizing a finite strain gradient-enhanced micropolar continuum model
|
Neuner, M.
|
|
|
153 |
C |
p.
|
artikel
|
| 2 |
A methodology to predict the run-out distance of submarine landslides
|
Guo, Xingsen
|
|
|
153 |
C |
p.
|
artikel
|
| 3 |
A mixed selective edge-based smoothed PFEM with second-order cone programming for geotechnical large deformation analysis
|
Zhou, Xi-Wen
|
|
|
153 |
C |
p.
|
artikel
|
| 4 |
Analysis of floating and end-bearing pile foundations affected by deep-excavations
|
Zheng, Chen
|
|
|
153 |
C |
p.
|
artikel
|
| 5 |
A network-based investigation on the strong contact system of granular materials under isotropic and deviatoric stress states
|
Liu, Jiaying
|
|
|
153 |
C |
p.
|
artikel
|
| 6 |
A new two-layer two-phase depth-integrated SPH model implementing dewatering: Application to debris flows
|
Pastor, Manuel
|
|
|
153 |
C |
p.
|
artikel
|
| 7 |
An exact solution of active earth pressures based on a statically admissible stress field
|
Nguyen, Tan
|
|
|
153 |
C |
p.
|
artikel
|
| 8 |
Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
|
Feng, Shuangxi
|
|
|
153 |
C |
p.
|
artikel
|
| 9 |
Application of interval field method to the stability analysis of slopes in presence of uncertainties
|
Feng, Chengxin
|
|
|
153 |
C |
p.
|
artikel
|
| 10 |
A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density
|
Xie, Yipeng
|
|
|
153 |
C |
p.
|
artikel
|
| 11 |
A simplified method for progressive failures of piles in soft ground during rapid embankment construction
|
Diao, Yu
|
|
|
153 |
C |
p.
|
artikel
|
| 12 |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D
|
Ledesma, Osvaldo
|
|
|
153 |
C |
p.
|
artikel
|
| 13 |
Coupled CFD–DEM Investigation of Erosion Accompanied by Clogging Mechanism under Different Hydraulic Gradients
|
Mu, Linlong
|
|
|
153 |
C |
p.
|
artikel
|
| 14 |
DEM contact model for spherical and polyhedral particles based on energy conservation
|
Liu, Guang-Yu
|
|
|
153 |
C |
p.
|
artikel
|
| 15 |
DEM modeling of mini-triaxial test on soil-rock mixture considering particle shape effect
|
Wu, Mengmeng
|
|
|
153 |
C |
p.
|
artikel
|
| 16 |
DEM study on the dynamic responses of a ballasted track under moving loading
|
Chen, Jing
|
|
|
153 |
C |
p.
|
artikel
|
| 17 |
Development of a three-dimensional grain-based combined finite-discrete element method to model the failure process of fine-grained sandstones
|
Yahaghi, Javad
|
|
|
153 |
C |
p.
|
artikel
|
| 18 |
Discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D
|
Reid, David
|
|
|
153 |
C |
p.
|
artikel
|
| 19 |
Editorial Board
|
|
|
|
153 |
C |
p.
|
artikel
|
| 20 |
Estimation of undrained shear strength in rate-dependent and strain-softening surficial marine clay using ball penetrometer
|
Li, Chunlei
|
|
|
153 |
C |
p.
|
artikel
|
| 21 |
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process
|
Geng, Zhe
|
|
|
153 |
C |
p.
|
artikel
|
| 22 |
FELA investigation of eccentrically-loaded footing on parallel tunnels constructed in rock masses
|
Zhang, Rui
|
|
|
153 |
C |
p.
|
artikel
|
| 23 |
Framework for a reliability-based analysis of local scour and its effect on pile response in clay
|
Shahriar, Azmayeen R.
|
|
|
153 |
C |
p.
|
artikel
|
| 24 |
Hydraulic fracture network propagation in a naturally fractured shale reservoir based on the “well factory” model
|
Zhang, Haoyu
|
|
|
153 |
C |
p.
|
artikel
|
| 25 |
Limit equilibrium models for active failures of large-diameter shield tunnel faces in soft clay reinforced with soil–cement walls
|
Su, Dong
|
|
|
153 |
C |
p.
|
artikel
|
| 26 |
Micromechanical analysis of capillary suction effect on bearing capacity of unsaturated fine granular foundation soil using coupled CFD-DEM method
|
Peng, Yu
|
|
|
153 |
C |
p.
|
artikel
|
| 27 |
Modelling the pre- and post-failure behaviour of faulted rock slopes based on the particle finite element method with a damage mechanics model
|
Wang, Liang
|
|
|
153 |
C |
p.
|
artikel
|
| 28 |
Modified pseudo-dynamic based soil-structure interaction of caisson with a novel 3D failure wedge
|
Kumar, Mohit
|
|
|
153 |
C |
p.
|
artikel
|
| 29 |
New analytical approach to simulate the longitudinal fiberglass dowels performance installed at the face of a tunnel embedded in weak and weathered rock masses
|
Zaheri, Milad
|
|
|
153 |
C |
p.
|
artikel
|
| 30 |
Noncontact vision-based impact force reconstruction and spatial-temporal deflection tracking of a flexible barrier system under rockfall impact
|
Tian, Yongding
|
|
|
153 |
C |
p.
|
artikel
|
| 31 |
Numerical assessments of the influences of soil–boulder mixed flow impact on downstream facilities
|
Ren, Songkai
|
|
|
153 |
C |
p.
|
artikel
|
| 32 |
Numerical simulation of full desiccation process of clayey soils using an extended DDA model with soil suction consideration
|
Guo, Longxiao
|
|
|
153 |
C |
p.
|
artikel
|
| 33 |
One–dimensional nonlinear finite strain analysis of self–weight consolidation of soft clay considering creep
|
Li, Penglin
|
|
|
153 |
C |
p.
|
artikel
|
| 34 |
ORIN-3D – A new model for efficient simulation of landslide motion on a GPU using CUDA
|
Aaron, Jordan
|
|
|
153 |
C |
p.
|
artikel
|
| 35 |
Pattern recognition of quartz sand particles with PointConv network
|
Zhu, Zhiren
|
|
|
153 |
C |
p.
|
artikel
|
| 36 |
Permanent displacement reliability analysis of soil slopes subjected to mainshock-aftershock sequences
|
Wang, Gan
|
|
|
153 |
C |
p.
|
artikel
|
| 37 |
Prediction of compressional wave velocity of cement-reinforced soil from core images using a convolutional neural network regression model
|
Kim, Yejin
|
|
|
153 |
C |
p.
|
artikel
|
| 38 |
Simulation of thermal drains using a new constitutive model for thermal volume change of normally consolidated clays
|
Samarakoon, Radhavi A.
|
|
|
153 |
C |
p.
|
artikel
|
| 39 |
Simultaneous interpretation of SCAL data with different degrees of freedom and uncertainty analysis
|
Amrollahinasab, Omidreza
|
|
|
153 |
C |
p.
|
artikel
|
| 40 |
Slope stability machine learning predictions on spatially variable random fields with and without factor of safety calculations
|
Aminpour, Mohammad
|
|
|
153 |
C |
p.
|
artikel
|
| 41 |
Soil Resistance during Driving of Offshore Large-Diameter Open-Ended Thin-Wall Pipe Piles Driven into Clay by Impact Hammers
|
Qin, Wei
|
|
|
153 |
C |
p.
|
artikel
|
| 42 |
Study on the simulation method and mesoscopic characteristics of rock freeze-thaw damage
|
Feng, Qiang
|
|
|
153 |
C |
p.
|
artikel
|
| 43 |
The kinematics and micro mechanism of creep in sand based on DEM simulations
|
Gao, Yan
|
|
|
153 |
C |
p.
|
artikel
|
| 44 |
The novel continuous reconstruction approach for reconstructing anisotropic porous rocks
|
Xiao, Nan
|
|
|
153 |
C |
p.
|
artikel
|
| 45 |
The role of thermodiffusion in organic pollutant transport in landfill composite liner system
|
Peng, Ming-Qing
|
|
|
153 |
C |
p.
|
artikel
|
| 46 |
Topological graph representation of stratigraphic properties of spatial-geological characteristics and compression modulus prediction by mechanism-driven learning
|
Wang, Mingyang
|
|
|
153 |
C |
p.
|
artikel
|
| 47 |
Ultrasonic characterization of frozen soils using a multiphase poromechanical approach
|
Liu, Hongwei
|
|
|
153 |
C |
p.
|
artikel
|
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