| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A hyperelastic model for soils with stress-induced and inherent anisotropy
|
Cudny, Marcin
|
|
|
16 |
7 |
p. 1983-2001
|
artikel
|
| 2 |
A new Delaunay triangulation-based approach to characterize the pore network in granular materials
|
Nguyen, Ngoc-Son
|
|
|
16 |
7 |
p. 2111-2129
|
artikel
|
| 3 |
A novel vertical stress-controlled apparatus for studying suffusion along horizontal seepage through soils
|
Chen, Rui
|
|
|
16 |
7 |
p. 2217-2230
|
artikel
|
| 4 |
Calibration of a hypoplastic model using genetic algorithms
|
Mendez, Francisco José
|
|
|
16 |
7 |
p. 2031-2047
|
artikel
|
| 5 |
Design of a three-dimensional earth pressure device and its application in a tailings dam construction simulation experiment
|
Chen, Zhixiang
|
|
|
16 |
7 |
p. 2203-2216
|
artikel
|
| 6 |
Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit
|
Liu, Lulu
|
|
|
16 |
7 |
p. 2251-2274
|
artikel
|
| 7 |
Evaluation of anisotropic poroelastic properties and permeability of the Opalinus Clay using a single transient experiment
|
Hu, Haijun
|
|
|
16 |
7 |
p. 2131-2142
|
artikel
|
| 8 |
Experimental study on the velocity-dependent frictional resistance of a rough rock fracture exposed to normal load vibrations
|
Dang, Wengang
|
|
|
16 |
7 |
p. 2189-2202
|
artikel
|
| 9 |
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading
|
Liao, D.
|
|
|
16 |
7 |
p. 2003-2029
|
artikel
|
| 10 |
Influence of particle size on the drained shear behavior of a dense fluvial sand
|
Deng, Yibing
|
|
|
16 |
7 |
p. 2071-2088
|
artikel
|
| 11 |
Influences of structural anisotropy and heterogeneity on three-dimensional strain fields and cracking patterns of a clay-rich rock
|
Shi, H. L.
|
|
|
16 |
7 |
p. 2175-2187
|
artikel
|
| 12 |
Modeling of the effects of weakness planes in rock masses on the stability of tunnels using an equivalent continuum and damage model
|
Xu, Guowen
|
|
|
16 |
7 |
p. 2143-2164
|
artikel
|
| 13 |
Modification of poroelastic properties in granite by heating–cooling treatment
|
Zhang, Fan
|
|
|
16 |
7 |
p. 2165-2173
|
artikel
|
| 14 |
Non-isothermal soil-structure interface model based on critical state theory
|
Maghsoodi, Soheib
|
|
|
16 |
7 |
p. 2049-2069
|
artikel
|
| 15 |
Novel mitigation techniques using base opening and permeable piles against sand liquefaction induced uplift for existing manholes
|
Zhang, Zhiyong
|
|
|
16 |
7 |
p. 2241-2250
|
artikel
|
| 16 |
Pseudo-static analysis of reinforced earth retaining walls
|
Alhajj Chehade, H.
|
|
|
16 |
7 |
p. 2275-2289
|
artikel
|
| 17 |
Shear fracture energies of stiff clays and shales
|
Choo, Jinhyun
|
|
|
16 |
7 |
p. 2291-2299
|
artikel
|
| 18 |
The microscopic origin of K0 on granular soils: the role of particle shape
|
Chen, Hao
|
|
|
16 |
7 |
p. 2089-2109
|
artikel
|
| 19 |
Transport coefficients and pressure conditions for growth of ice lens in frozen soil
|
Kjelstrup, S.
|
|
|
16 |
7 |
p. 2231-2239
|
artikel
|
| 20 |
Ultimate bearing capacity of two interfering strip footings on sand overlying clay
|
Zheng, Gang
|
|
|
16 |
7 |
p. 2301-2311
|
artikel
|
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