| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An automated testing device for continuous measurement of the hysteretic water retention curve of granular media
|
Milatz, Marius
|
|
|
15 |
8 |
p. 2239-2257
|
artikel
|
| 2 |
An intelligent multi-objective EPR technique with multi-step model selection for correlations of soil properties
|
Jin, Yin-Fu
|
|
|
15 |
8 |
p. 2053-2073
|
artikel
|
| 3 |
A pressuremeter-based evaluation of structure in London Clay using a kinematic hardening constitutive model
|
Rouainia, Mohamed
|
|
|
15 |
8 |
p. 2089-2101
|
artikel
|
| 4 |
DEM study on the undrained mechanical behavior of gassy sand
|
Hong, Juntian
|
|
|
15 |
8 |
p. 2179-2193
|
artikel
|
| 5 |
Discrete element modeling of transversely isotropic rocks with non-continuous planar fabrics under Brazilian test
|
Xu, Guowen
|
|
|
15 |
8 |
p. 2277-2304
|
artikel
|
| 6 |
Interface creep behavior of grouted anchors in clayey soils: effect of soil moisture condition
|
Zhang, Genbao
|
|
|
15 |
8 |
p. 2159-2177
|
artikel
|
| 7 |
Laboratory testing and numerical simulation of properties and thermal-induced cracking of Eibenstock granite at elevated temperatures
|
Wang, Fei
|
|
|
15 |
8 |
p. 2259-2275
|
artikel
|
| 8 |
Microstructural evolution of expansive clay during drying–wetting cycle
|
Ma, Tiantian
|
|
|
15 |
8 |
p. 2355-2366
|
artikel
|
| 9 |
Modeling Clam-inspired Burrowing in Dry Sand using Cavity Expansion Theory and DEM
|
Huang, Sichuan
|
|
|
15 |
8 |
p. 2305-2326
|
artikel
|
| 10 |
Numerical study on the CRLD cable–rock interaction under static pull-out loading using coupled DEM–FDM method
|
Li, Z. H.
|
|
|
15 |
8 |
p. 2137-2158
|
artikel
|
| 11 |
On the behavior of the cured electroosmotic chemical treated clay
|
Ou, Chang-Yu
|
|
|
15 |
8 |
p. 2341-2354
|
artikel
|
| 12 |
Pore pressure coefficient B for saturated geomaterials with compressible, isotropic and uniform solid and fluid phases
|
Szalwinski, Chris M.
|
|
|
15 |
8 |
p. 2103-2115
|
artikel
|
| 13 |
Prediction of the tunnel displacement induced by laterally adjacent excavations using multivariate adaptive regression splines
|
Zheng, Gang
|
|
|
15 |
8 |
p. 2227-2237
|
artikel
|
| 14 |
Pure elastic stiffness of sand represented by response envelopes derived from cyclic triaxial tests with local strain measurements
|
Knittel, Lukas
|
|
|
15 |
8 |
p. 2075-2088
|
artikel
|
| 15 |
Refinement of the Hardening Soil model within the small strain range
|
Cudny, Marcin
|
|
|
15 |
8 |
p. 2031-2051
|
artikel
|
| 16 |
Significance of shape factor on permeability anisotropy of sand: representative elementary volume study for pore-scale analysis
|
Katagiri, Jun
|
|
|
15 |
8 |
p. 2195-2203
|
artikel
|
| 17 |
Simulation of rock failure modes in thermal spallation drilling
|
Vogler, Daniel
|
|
|
15 |
8 |
p. 2327-2340
|
artikel
|
| 18 |
“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling
|
Lai, Han-Jiang
|
|
|
15 |
8 |
p. 2117-2136
|
artikel
|
| 19 |
Soil compacting displacements for two jacked piles considering shielding effects
|
Luo, Zhanyou
|
|
|
15 |
8 |
p. 2367-2377
|
artikel
|
| 20 |
The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests
|
Tang, Yiqun
|
|
|
15 |
8 |
p. 2205-2225
|
artikel
|
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