| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A continuum-based model on axial pile-head dynamic impedance in inhomogeneous soil
|
Qu, Liming
|
|
|
16 |
10 |
p. 3339-3353
|
artikel
|
| 2 |
A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media
|
Yan, Chengzeng
|
|
|
16 |
10 |
p. 3061-3086
|
artikel
|
| 3 |
Analysis and design charts for 3D active earth pressure in cohesive soils with cracks
|
Li, Zheng-Wei
|
|
|
16 |
10 |
p. 3269-3283
|
artikel
|
| 4 |
A new framework to determine general multimodal soil water characteristic curves
|
Yan, Wei
|
|
|
16 |
10 |
p. 3187-3208
|
artikel
|
| 5 |
Effectiveness of a buttress wall in reducing retaining wall movement during dewatering before bulk excavation
|
Zeng, Chao-Feng
|
|
|
16 |
10 |
p. 3253-3267
|
artikel
|
| 6 |
Effect of stress path on the shear response of bio-cemented sands
|
Nafisi, Ashkan
|
|
|
16 |
10 |
p. 3239-3251
|
artikel
|
| 7 |
Effects of internal pores on the mechanical properties of marine calcareous sand particles
|
Lv, Yaru
|
|
|
16 |
10 |
p. 3209-3228
|
artikel
|
| 8 |
Efficient approach in modeling the shear strength of unsaturated soil using soil water retention curve
|
Cavalcante, André Luís Brasil
|
|
|
16 |
10 |
p. 3177-3186
|
artikel
|
| 9 |
Experimental and numerical study of failure characteristics of brittle rocks with single internal 3D open-type flaw
|
Zhao, Yusong
|
|
|
16 |
10 |
p. 3087-3113
|
artikel
|
| 10 |
Field study on the behavior of pre-bored grouted planted pile with enlarged grout base
|
Zhou, Jia-jin
|
|
|
16 |
10 |
p. 3327-3338
|
artikel
|
| 11 |
Hydro-mechanical path dependency of claystone/bentonite mixture samples characterized by different initial dry densities
|
Middelhoff, M.
|
|
|
16 |
10 |
p. 3161-3176
|
artikel
|
| 12 |
Insights into the water retention behaviour of GMZ bentonite pellet mixture
|
Liu, Zhang-Rong
|
|
|
16 |
10 |
p. 3145-3160
|
artikel
|
| 13 |
Kinetic biomineralization through microfluidic chip tests
|
Xiao, Yang
|
|
|
16 |
10 |
p. 3229-3237
|
artikel
|
| 14 |
Macroscale friction of granular soils under monotonic and cyclic loading based upon micromechanical determination of dissipated energy
|
Johnson, Daniel H.
|
|
|
16 |
10 |
p. 3027-3039
|
artikel
|
| 15 |
Numerical simulation of direct shear test of rockfill based on particle breaking
|
Xu, Yu-ran
|
|
|
16 |
10 |
p. 3133-3144
|
artikel
|
| 16 |
Numerical study on the tunnel stability in granular soil using DEM virtual air bag model
|
Hu, Xiongyu
|
|
|
16 |
10 |
p. 3285-3300
|
artikel
|
| 17 |
Performance-based design optimization of embankments resting on soft soil improved with T-shaped and conventional DCM columns
|
Phutthananon, Chana
|
|
|
16 |
10 |
p. 3301-3326
|
artikel
|
| 18 |
Phenomenological fractional stress–dilatancy model for granular soil and soil-structure interface under monotonic and cyclic loads
|
Sun, Yifei
|
|
|
16 |
10 |
p. 3115-3132
|
artikel
|
| 19 |
Poroelastic coefficients for anisotropic single and double porosity media
|
Zhang, Qi
|
|
|
16 |
10 |
p. 3013-3025
|
artikel
|
| 20 |
Undrained instability detection under general stress conditions
|
Leguizamón-Barreto, Luis C.
|
|
|
16 |
10 |
p. 3041-3059
|
artikel
|
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