| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load
|
Di Laora, Raffaele
|
|
|
17 |
8 |
p. 3633-3646
|
artikel
|
| 2 |
A general simple method for calculating consolidation settlements of layered clayey soils with vertical drains under staged loadings
|
Yin, Jian-Hua
|
|
|
17 |
8 |
p. 3647-3674
|
artikel
|
| 3 |
A modified state parameter for sands
|
Zhao, Liang
|
|
|
17 |
8 |
p. 3397-3405
|
artikel
|
| 4 |
Analytical and numerical modelling of air trapping during wetting of unsaturated soils
|
Scarfone, Riccardo
|
|
|
17 |
8 |
p. 3499-3513
|
artikel
|
| 5 |
An InSAR and depth-integrated coupled model for potential landslide hazard assessment
|
Zhou, Shu
|
|
|
17 |
8 |
p. 3613-3632
|
artikel
|
| 6 |
A predictive deep learning framework for path-dependent mechanical behavior of granular materials
|
Ma, Gang
|
|
|
17 |
8 |
p. 3463-3478
|
artikel
|
| 7 |
A rational method for determining the swelling pressure of expansive soils: Paired swell test (PS-test)
|
Selçuk, Levent
|
|
|
17 |
8 |
p. 3161-3180
|
artikel
|
| 8 |
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand
|
Kadlíček, Tomáš
|
|
|
17 |
8 |
p. 3421-3438
|
artikel
|
| 9 |
Automated calibration of advanced soil constitutive models. Part II: hypoplastic clay and modified Cam-Clay
|
Kadlíček, Tomáš
|
|
|
17 |
8 |
p. 3439-3462
|
artikel
|
| 10 |
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method
|
Nguyen, H. C.
|
|
|
17 |
8 |
p. 3567-3590
|
artikel
|
| 11 |
Calibrating and validating a soil constitutive model through conventional triaxial tests: an in-depth study on CSUH model
|
Zhu, Binglong
|
|
|
17 |
8 |
p. 3407-3420
|
artikel
|
| 12 |
Comprehensive laboratory study on stress–strain of granular soils at constant global void ratio: combined effects of fabrics and silt content
|
Mahmoudi, Youcef
|
|
|
17 |
8 |
p. 3269-3292
|
artikel
|
| 13 |
Correction to: Fractional derivative modelling for rheological consolidation of multilayered soil under time-dependent loadings and continuous permeable boundary conditions
|
Ding, Pan
|
|
|
17 |
8 |
p. 3695
|
artikel
|
| 14 |
Deformation characteristics of inherently anisotropic granular media under repeated traffic loading: a DEM study
|
Guo, N.
|
|
|
17 |
8 |
p. 3377-3395
|
artikel
|
| 15 |
DEM-aided study of Coulomb and Roscoe theories for shear band inclination
|
Hazeghian, Mohammad
|
|
|
17 |
8 |
p. 3357-3375
|
artikel
|
| 16 |
Displacement based seismic assessment of base restrained retaining walls
|
Tiwari, Rohit
|
|
|
17 |
8 |
p. 3675-3694
|
artikel
|
| 17 |
Effect of anchor plate on the mechanical behavior of prestressed rock bolt used in squeezing large deformation tunnel
|
Wang, Bo
|
|
|
17 |
8 |
p. 3591-3611
|
artikel
|
| 18 |
Effect of mesoscale internal structure on effective thermal conductivity of anisotropic geomaterials
|
Li, Kai-Qi
|
|
|
17 |
8 |
p. 3553-3566
|
artikel
|
| 19 |
Effect of water content on permanent deformation of fine/coarse soil mixtures with varying coarse grain contents and subjected to multi-stage cyclic loading
|
Su, Yu
|
|
|
17 |
8 |
p. 3259-3268
|
artikel
|
| 20 |
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays
|
Gu, Xiaoqiang
|
|
|
17 |
8 |
p. 3229-3243
|
artikel
|
| 21 |
Experimental and modeling study of water-retention behavior of fine-grained soils with dual-porosity structures
|
Qian, Jiangu
|
|
|
17 |
8 |
p. 3245-3258
|
artikel
|
| 22 |
Experimental evaluation of sandstone under cyclic coupled compression-shear loading: fatigue mechanical response and failure behavior
|
Dai, Feng
|
|
|
17 |
8 |
p. 3315-3336
|
artikel
|
| 23 |
Experimental study on dynamic characteristics of granular materials under axial high-frequency vibration
|
Ye, Weitao
|
|
|
17 |
8 |
p. 3211-3227
|
artikel
|
| 24 |
GeoNDT: a fast general-purpose computational tool for geotechnical non-destructive testing applications
|
Liu, Hongwei
|
|
|
17 |
8 |
p. 3515-3534
|
artikel
|
| 25 |
Hydro-mechanical coupled analysis of near-wellbore fines migration from unconsolidated reservoirs
|
Zhang, Fengshou
|
|
|
17 |
8 |
p. 3535-3551
|
artikel
|
| 26 |
Kaolin-nucleation-based biotreated calcareous sand through unsaturated percolation method
|
Ma, Guoliang
|
|
|
17 |
8 |
p. 3181-3193
|
artikel
|
| 27 |
Reverse fault slip through soft rock and sand strata by centrifuge modeling tests
|
Hung, Wen-Yi
|
|
|
17 |
8 |
p. 3337-3356
|
artikel
|
| 28 |
Single-particle crushing behaviour of carbonate sands studied by X-ray microtomography and a combined finite–discrete element method
|
Zhou, Bo
|
|
|
17 |
8 |
p. 3195-3209
|
artikel
|
| 29 |
Theory-guided machine learning to predict density evolution of sand dynamically compacted under Ko condition
|
Tophel, Amir
|
|
|
17 |
8 |
p. 3479-3497
|
artikel
|
| 30 |
Transparent soil test evaluation of vertical–horizontal mixed curtain during dewatering
|
Wang, Jianxiu
|
|
|
17 |
8 |
p. 3293-3313
|
artikel
|
| 31 |
Visualized liquefaction behavior of sandy soil deposited in water under undrained cyclic shearing
|
Zhao, Chuang
|
|
|
17 |
8 |
p. 3143-3160
|
artikel
|
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