| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A closed-form solution for axisymmetric electro-osmotic consolidation considering smear effects
|
Liu, Y.
|
|
|
17 |
6 |
p. 2597-2609
|
artikel
|
| 2 |
A micromechanics-based elasto-plastic model for granular media combined with Cosserat continuum theory
|
Tian, Jianqiu
|
|
|
17 |
6 |
p. 2259-2285
|
artikel
|
| 3 |
A unified constitutive model for cemented/non-cemented soils under monotonic and cyclic loading
|
Lu, Yong
|
|
|
17 |
6 |
p. 2173-2191
|
artikel
|
| 4 |
Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands
|
Duque, J.
|
|
|
17 |
6 |
p. 2235-2257
|
artikel
|
| 5 |
Constitutive modeling of three-dimensional non-coaxial characteristics of clay
|
Du, Zibo
|
|
|
17 |
6 |
p. 2157-2172
|
artikel
|
| 6 |
Continuous characterization of dynamic soil behavior by Digital Image Correlation in a transparent shear laminar box
|
Segaline, Hugo
|
|
|
17 |
6 |
p. 2395-2414
|
artikel
|
| 7 |
Coupled transient saturated–unsaturated seepage and limit equilibrium analysis for slopes: influence of rapid water level changes
|
Biniyaz, Aynaz
|
|
|
17 |
6 |
p. 2139-2156
|
artikel
|
| 8 |
Development of an adaptive CTM–RPIM method for modeling large deformation problems in geotechnical engineering
|
Li, Jianguo
|
|
|
17 |
6 |
p. 2059-2077
|
artikel
|
| 9 |
Effect of inherent microcrack populations on rock tensile fracture behaviour: numerical study based on embedded discontinuity finite elements
|
Saksala, Timo
|
|
|
17 |
6 |
p. 2079-2099
|
artikel
|
| 10 |
Electro-osmotic permeability model based on ions migration
|
Zhou, Jian
|
|
|
17 |
6 |
p. 2379-2393
|
artikel
|
| 11 |
Enhanced anisotropic bounding surface plasticity model considering modified spacing ratio of anisotropically consolidated clay
|
Kang, Xiaosen
|
|
|
17 |
6 |
p. 2213-2233
|
artikel
|
| 12 |
Experimental evaluation of the anisotropic critical state theory for sand using 3D fabric evolution data of triaxial experiments
|
Druckrey, Andrew M.
|
|
|
17 |
6 |
p. 2193-2211
|
artikel
|
| 13 |
Extended model of shear modulus reduction for cohesive soils
|
Wong, John Kok Hee
|
|
|
17 |
6 |
p. 2347-2363
|
artikel
|
| 14 |
Field testing of single instrumented steel driven batter piles under vertical vibrations
|
Ralli, Rohit
|
|
|
17 |
6 |
p. 2415-2434
|
artikel
|
| 15 |
Fractional derivative modelling for rheological consolidation of multilayered soil under time-dependent loadings and continuous permeable boundary conditions
|
Ding, Pan
|
|
|
17 |
6 |
p. 2287-2304
|
artikel
|
| 16 |
Generalised ultimate loads for pile groups
|
Gorini, Davide Noè
|
|
|
17 |
6 |
p. 2495-2516
|
artikel
|
| 17 |
How fines content affects granular plasticity of under-filled binary mixtures
|
Wang, Tao
|
|
|
17 |
6 |
p. 2449-2463
|
artikel
|
| 18 |
Hydro-mechanical coupled analyses on wall deformations caused by deep excavations and dewatering in a confined aquifer
|
Peng, Chen-Xin
|
|
|
17 |
6 |
p. 2465-2479
|
artikel
|
| 19 |
Internal erosion monitoring with a rowe cell type compression–breakthrough–bender element column
|
Bate, Bate
|
|
|
17 |
6 |
p. 2365-2377
|
artikel
|
| 20 |
Investigating the swelling pressure of highly compacted bentonite/sand mixtures under constant-volume conditions
|
Zeng, Zhixiong
|
|
|
17 |
6 |
p. 2573-2580
|
artikel
|
| 21 |
Investigation on gas migration behaviours in saturated compacted bentonite under rigid boundary conditions
|
Cui, Lin-Yong
|
|
|
17 |
6 |
p. 2517-2531
|
artikel
|
| 22 |
Mesoscopic pullout behavior of geosynthetics–sand–clay layered reinforced structures using discrete element method
|
Xie, Mingxing
|
|
|
17 |
6 |
p. 2533-2552
|
artikel
|
| 23 |
Modelling undrained behaviour of sand with fines and fabric anisotropy
|
Rahman, Md Mizanur
|
|
|
17 |
6 |
p. 2305-2324
|
artikel
|
| 24 |
Pseudo-dynamic stability of rock slope considering Hoek–Brown strength criterion
|
Zhong, Jun-Hao
|
|
|
17 |
6 |
p. 2481-2494
|
artikel
|
| 25 |
Quantitative identification of cutoff wall construction defects using Bayesian approach based on excess pore water pressure
|
Wu, Meng
|
|
|
17 |
6 |
p. 2553-2571
|
artikel
|
| 26 |
SPH–DEM coupling method based on GPU and its application to the landslide tsunami. Part II: reproduction of the Vajont landslide tsunami
|
Xu, Wen-Jie
|
|
|
17 |
6 |
p. 2121-2137
|
artikel
|
| 27 |
SPH-DEM coupling method based on GPU and its application to the landslide tsunami. Part I: method and validation
|
Zhou, Qian
|
|
|
17 |
6 |
p. 2101-2119
|
artikel
|
| 28 |
Strength behavior of dredged mud slurry treated jointly by cement, flocculant and vacuum preloading
|
Zhang, Rong-Jun
|
|
|
17 |
6 |
p. 2581-2596
|
artikel
|
| 29 |
Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration
|
Mo, Pin-Qiang
|
|
|
17 |
6 |
p. 2325-2346
|
artikel
|
| 30 |
Water retention and compression behavior of MX80 bentonite pellet
|
Zhang, Zhao
|
|
|
17 |
6 |
p. 2435-2447
|
artikel
|
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