| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Caputo variable-order fractional damage creep model for sandstone considering effect of relaxation time
|
Liu, Xiaolin
|
|
|
17 |
1 |
p. 153-167
|
artikel
|
| 2 |
A constitutive model for municipal solid waste considering mechanical creep and biodegradation-induced compression
|
Gao, Wu
|
|
|
17 |
1 |
p. 37-63
|
artikel
|
| 3 |
A damage hypoplasticity constitutive model for cemented sand and gravel materials
|
Fu, Zhongzhi
|
|
|
17 |
1 |
p. 1-18
|
artikel
|
| 4 |
A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil
|
Liang, Jingyu
|
|
|
17 |
1 |
p. 19-36
|
artikel
|
| 5 |
A glimpse into rapid freezing processes in clay with x-ray tomography
|
Amato, Giorgia
|
|
|
17 |
1 |
p. 327-338
|
artikel
|
| 6 |
A modified hyperbolicity-based load transfer model for nonlinear settlement analysis of root piles in multilayered soils
|
Luo, Xiao-Guang
|
|
|
17 |
1 |
p. 303-317
|
artikel
|
| 7 |
An experimental study on the time-dependent behavior of crushable granular materials using 3D-printed particles
|
Xu, Ming
|
|
|
17 |
1 |
p. 93-104
|
artikel
|
| 8 |
Changes in microstructure and water retention property of a lime-treated saline soil during curing
|
Ying, Zi
|
|
|
17 |
1 |
p. 319-326
|
artikel
|
| 9 |
Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity
|
Liu, Yong
|
|
|
17 |
1 |
p. 257-274
|
artikel
|
| 10 |
Entrapment of clay particles enhances durability of bacterial biofilm-associated bioclogging in sand
|
Kim, Yong-Min
|
|
|
17 |
1 |
p. 119-129
|
artikel
|
| 11 |
Experimental study and numerical modeling of the thermo-hydro-mechanical processes in soil freezing with different frost penetration directions
|
Sweidan, A. H.
|
|
|
17 |
1 |
p. 231-255
|
artikel
|
| 12 |
Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads
|
Zhu, Quanqi
|
|
|
17 |
1 |
p. 131-152
|
artikel
|
| 13 |
Fracture evolution of transversely isotropic rocks with a pre-existing flaw under compression tests based on moment tensor analysis
|
Xu, Guowen
|
|
|
17 |
1 |
p. 169-203
|
artikel
|
| 14 |
Insights into the dynamic and thermal characteristics of rockslide motion: a model experiment
|
Zhao, Liuyuan
|
|
|
17 |
1 |
p. 221-230
|
artikel
|
| 15 |
Instability and liquefaction flow slide of granular soils: the role of initial shear stress
|
Yang, J.
|
|
|
17 |
1 |
p. 65-79
|
artikel
|
| 16 |
Plane strain shear strength of unsaturated fiber-reinforced fine-grained soils
|
Soleimani-Fard, Houman
|
|
|
17 |
1 |
p. 105-118
|
artikel
|
| 17 |
Seismic response for an isosceles triangle hill subjected to anti-plane shear waves
|
Song, Yunqiu
|
|
|
17 |
1 |
p. 275-288
|
artikel
|
| 18 |
Seismic risk assessment of a steel building supported on helical pile groups
|
Shahbazi, Maryam
|
|
|
17 |
1 |
p. 289-301
|
artikel
|
| 19 |
Significance of flow rule for the passive earth pressure problem
|
Schmüdderich, Christoph
|
|
|
17 |
1 |
p. 81-92
|
artikel
|
| 20 |
Stability analysis of geosynthetic-reinforced soil structures under steady infiltrations
|
Deng, Bo
|
|
|
17 |
1 |
p. 205-220
|
artikel
|
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