| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A generalized model for effective thermal conductivity of soils considering porosity and mineral composition
|
Li, Kai-Qi
|
|
|
16 |
11 |
p. 3455-3466
|
artikel
|
| 2 |
A multisurface elastoplastic model for frozen soil
|
Sun, Kai
|
|
|
16 |
11 |
p. 3401-3424
|
artikel
|
| 3 |
Analysis on face stability of rectangular cross-sectional shield tunneling based on an improved two-dimensional rotational mechanism
|
Liu, Wei
|
|
|
16 |
11 |
p. 3725-3738
|
artikel
|
| 4 |
A prediction method of ground volume loss variation with depth induced by tunnel excavation
|
Lin, Qingtao
|
|
|
16 |
11 |
p. 3689-3707
|
artikel
|
| 5 |
Comparative 3D DEM simulations of sand–structure interfaces with similarly shaped clumps versus spheres with contact moments
|
Grabowski, A.
|
|
|
16 |
11 |
p. 3533-3554
|
artikel
|
| 6 |
Development of limiting soil slope profile under seismic condition using slip line theory
|
Nandi, Shibsankar
|
|
|
16 |
11 |
p. 3517-3531
|
artikel
|
| 7 |
Effect of freeze–thaw cycles on strength and ductility and microstructure of cement-treated silt with polypropylene fiber
|
Kou, Hai-lei
|
|
|
16 |
11 |
p. 3555-3572
|
artikel
|
| 8 |
Effect of particle characteristics on the evolution of particle size, particle morphology, and fabric of sands loaded under uniaxial compression
|
Ganju, Eshan
|
|
|
16 |
11 |
p. 3489-3516
|
artikel
|
| 9 |
Impacts of saturation-dependent anisotropy on the shrinkage behavior of clay rocks
|
Ip, Sabrina C. Y.
|
|
|
16 |
11 |
p. 3381-3400
|
artikel
|
| 10 |
Influence of linear coupling between volumetric and shear strains on instability and post-peak softening of sand in direct simple shear tests
|
Lashkari, A.
|
|
|
16 |
11 |
p. 3467-3488
|
artikel
|
| 11 |
Influence of the inner soil on the torsional vibration of a pipe pile considering the construction disturbance
|
Li, Zhenya
|
|
|
16 |
11 |
p. 3647-3665
|
artikel
|
| 12 |
Machine learning reveals the influences of grain morphology on grain crushing strength
|
Wang, Yihan
|
|
|
16 |
11 |
p. 3617-3630
|
artikel
|
| 13 |
Micro-mechanism and efficiency of baffle structure in deceleration of granular flows
|
Zhang, Bei
|
|
|
16 |
11 |
p. 3667-3688
|
artikel
|
| 14 |
Multivariate modeling of soil suction response to various rainfall by multi-gene genetic programing
|
Cheng, Zhi-Liang
|
|
|
16 |
11 |
p. 3601-3616
|
artikel
|
| 15 |
Quantitative 3D imaging of partially saturated granular materials under uniaxial compression
|
Milatz, Marius
|
|
|
16 |
11 |
p. 3573-3600
|
artikel
|
| 16 |
Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain
|
Zhang, Jin-Zhang
|
|
|
16 |
11 |
p. 3709-3724
|
artikel
|
| 17 |
Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance
|
Wu, Shengshen
|
|
|
16 |
11 |
p. 3425-3438
|
artikel
|
| 18 |
Spatiotemporal deep learning approach on estimation of diaphragm wall deformation induced by excavation
|
Zhao, Hua-jing
|
|
|
16 |
11 |
p. 3631-3645
|
artikel
|
| 19 |
Tang C, Phoon KK. (2021) Model uncertainties in foundation design. CRC Press, Taylor and Francis Group, 1st edition. 568 pages, ISBN: 978-0-429--02,499-3, £112.00
|
Qi, Xiaohui
|
|
|
16 |
11 |
p. 3739-3740
|
artikel
|
| 20 |
Unsaturated structured soils: constitutive modelling and stability analyses
|
Rotisciani, G. M.
|
|
|
16 |
11 |
p. 3355-3380
|
artikel
|
| 21 |
Visualization of non-uniform soil deformation during triaxial testing
|
Li, Lin
|
|
|
16 |
11 |
p. 3439-3454
|
artikel
|
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