| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A micromechanical model for the elastic–plastic behavior of porous rocks
|
Zeng, T.
|
|
2015
|
70 |
C |
p. 130-137
8 p.
|
artikel
|
| 2 |
An efficient remedy for the false volume expansion of DDA when simulating large rotation
|
Jiang, W.
|
|
2015
|
70 |
C |
p. 18-23
6 p.
|
artikel
|
| 3 |
Application of bounding surface plasticity concept for clay-fouled ballast under drained loading
|
Tennakoon, Nayoma
|
|
2015
|
70 |
C |
p. 96-105
10 p.
|
artikel
|
| 4 |
Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis
|
Chakraborty, Manash
|
|
2015
|
70 |
C |
p. 138-149
12 p.
|
artikel
|
| 5 |
Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states
|
Yang, Chao
|
|
2015
|
70 |
C |
p. 83-95
13 p.
|
artikel
|
| 6 |
Editorial Board
|
|
|
2015
|
70 |
C |
p. IFC-
1 p.
|
artikel
|
| 7 |
Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes
|
Qi, Shunchao
|
|
2015
|
70 |
C |
p. 68-82
15 p.
|
artikel
|
| 8 |
Modelling the effect of climate change induced soil settling on jointed drinking water distribution pipes
|
Wols, B.A.
|
|
2015
|
70 |
C |
p. 106-115
10 p.
|
artikel
|
| 9 |
Nonlinear analyses of laterally loaded piles – A semi-analytical approach
|
Han, Fei
|
|
2015
|
70 |
C |
p. 116-129
14 p.
|
artikel
|
| 10 |
Recovery-based error estimation in the dynamic analysis of offshore wind turbine monopile foundations
|
Bayat, M.
|
|
2015
|
70 |
C |
p. 24-40
17 p.
|
artikel
|
| 11 |
Simulating flows in multi-layered and spatially-variable permeability media via a new Gray Lattice Boltzmann model
|
Yehya, A.
|
|
2015
|
70 |
C |
p. 150-158
9 p.
|
artikel
|
| 12 |
Simulating the Poisson effect in lattice models of elastic continua
|
Asahina, D.
|
|
2015
|
70 |
C |
p. 60-67
8 p.
|
artikel
|
| 13 |
Site-specific probability distribution of geotechnical properties
|
Wang, Yu
|
|
2015
|
70 |
C |
p. 159-168
10 p.
|
artikel
|
| 14 |
Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history
|
Tschuchnigg, F.
|
|
2015
|
70 |
C |
p. 178-189
12 p.
|
artikel
|
| 15 |
Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity
|
Tschuchnigg, F.
|
|
2015
|
70 |
C |
p. 169-177
9 p.
|
artikel
|
| 16 |
Three-dimensional slope stability assessment of two-layered undrained clay
|
Lim, K.
|
|
2015
|
70 |
C |
p. 1-17
17 p.
|
artikel
|
| 17 |
Undrained uplift capacity of deeply embedded strip anchors in non-uniform soil
|
Yu, S.B.
|
|
2015
|
70 |
C |
p. 41-49
9 p.
|
artikel
|
| 18 |
Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing
|
Zheng, Changjie
|
|
2015
|
70 |
C |
p. 50-59
10 p.
|
artikel
|
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