nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A hydro-mechanical elastoplastic model for unsaturated soils under isotropic loading conditions
|
Ghasemzadeh, H. |
|
2013 |
51 |
C |
p. 91-100 10 p. |
artikel |
2 |
A reliability-based approach to evaluating the stability of high rockfill dams using a nonlinear shear strength criterion
|
Wu, Z.Y. |
|
2013 |
51 |
C |
p. 42-49 8 p. |
artikel |
3 |
Constitutive modeling of the destructuration and anisotropy of natural soft clay
|
Liu, Weizheng |
|
2013 |
51 |
C |
p. 24-41 18 p. |
artikel |
4 |
Corrigendum to “Coefficient of consolidation from non-standard piezocone dissipation curves” [Comput. Geotech. 41 (2012) 13–22]
|
Chai, Jinchun |
|
2013 |
51 |
C |
p. 128- 1 p. |
artikel |
5 |
Editorial Board
|
|
|
2013 |
51 |
C |
p. IFC- 1 p. |
artikel |
6 |
Hydro-mechanical hypoplastic models for unsaturated soils under isotropic stress conditions
|
Fuentes , W. |
|
2013 |
51 |
C |
p. 72-82 11 p. |
artikel |
7 |
Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model
|
Xu, Ling-Yu |
|
2013 |
51 |
C |
p. 60-71 12 p. |
artikel |
8 |
Numerical analysis of pile response to open face tunnelling in stiff clay
|
Lee, C.J. |
|
2013 |
51 |
C |
p. 116-127 12 p. |
artikel |
9 |
Numerical direct shear tests to model the shear behaviour of rock joints
|
Bahaaddini , M. |
|
2013 |
51 |
C |
p. 101-115 15 p. |
artikel |
10 |
Numerical modeling of three-dimensional active earth pressure acting on rigid walls
|
tom Wörden, Florian |
|
2013 |
51 |
C |
p. 83-90 8 p. |
artikel |
11 |
Probabilistic back analysis of slope failure – A case study in Taiwan
|
Wang, Lei |
|
2013 |
51 |
C |
p. 12-23 12 p. |
artikel |
12 |
Response to harmonic wave excitation of finite or infinite elastic plates on a homogeneous or layered half-space
|
Auersch, Lutz |
|
2013 |
51 |
C |
p. 50-59 10 p. |
artikel |
13 |
Stability analysis of the slope around flood discharge tunnel under inner water exosmosis at Yangqu hydropower station
|
Wang, Tao |
|
2013 |
51 |
C |
p. 1-11 11 p. |
artikel |