nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A possible approach for Tier 2 risk assessments of polluted sites: Framework, computer spreadsheet and application
|
Di Sante, M. |
|
2014 |
56 |
C |
p. 16-27 12 p. |
artikel |
2 |
A simple implementation of RITSS and its application in large deformation analysis
|
Tian, Yinghui |
|
2014 |
56 |
C |
p. 160-167 8 p. |
artikel |
3 |
Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent due to groundwater drawdown
|
Xie, Kang-He |
|
2014 |
56 |
C |
p. 11-15 5 p. |
artikel |
4 |
Case study and back analysis of a residential building damaged by expansive soils
|
Li, Jie |
|
2014 |
56 |
C |
p. 89-99 11 p. |
artikel |
5 |
Combined loading of caisson foundations in cohesive soil: Finite element versus Winkler modeling
|
Karapiperis, Konstantinos |
|
2014 |
56 |
C |
p. 100-120 21 p. |
artikel |
6 |
Computational dynamic homogenization for the analysis of dispersive waves in layered rock masses with periodic fractures
|
Bacigalupo, A. |
|
2014 |
56 |
C |
p. 61-68 8 p. |
artikel |
7 |
Coupled hydro-mechanical fault reactivation analysis incorporating evidence theory for uncertainty quantification
|
Pereira, Leonardo C. |
|
2014 |
56 |
C |
p. 202-215 14 p. |
artikel |
8 |
Editorial Board
|
|
|
2014 |
56 |
C |
p. IFC- 1 p. |
artikel |
9 |
Effects of the tip depth of a pre-existing fracture on surface fault ruptures in cemented clay
|
Cai, Q.P. |
|
2014 |
56 |
C |
p. 181-190 10 p. |
artikel |
10 |
Exploring influence of sectional flexural yielding on experimental pile response analysis and applicability of distributed plastic hinge model in inelastic numerical simulation for laterally loaded piles
|
Chiou, Jiunn-Shyang |
|
2014 |
56 |
C |
p. 40-49 10 p. |
artikel |
11 |
Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil
|
Zhang, Zhiguo |
|
2014 |
56 |
C |
p. 121-132 12 p. |
artikel |
12 |
Global sensitivity analysis for subsoil parameter estimation in mechanized tunneling
|
Miro, S. |
|
2014 |
56 |
C |
p. 80-88 9 p. |
artikel |
13 |
Group interaction on vertically loaded piles in saturated poroelastic soil
|
Liang, Fayun |
|
2014 |
56 |
C |
p. 1-10 10 p. |
artikel |
14 |
Modelling of shear stiffness of unsaturated fine grained soils at very small strains
|
Wong, K.S. |
|
2014 |
56 |
C |
p. 28-39 12 p. |
artikel |
15 |
Numerical simulation of cone penetration testing using a new critical state constitutive model for sand
|
Kouretzis, George P. |
|
2014 |
56 |
C |
p. 50-60 11 p. |
artikel |
16 |
Numerical simulation of desiccation cracking in a thin clay layer using 3D discrete element modeling
|
Sima, Jun |
|
2014 |
56 |
C |
p. 168-180 13 p. |
artikel |
17 |
Optimization of site exploration program for improved prediction of tunneling-induced ground settlement in clays
|
Gong, Wenping |
|
2014 |
56 |
C |
p. 69-79 11 p. |
artikel |
18 |
Poromechanical response of borehole in excavation disturbed zone
|
Kaewjuea, Wichairat |
|
2014 |
56 |
C |
p. 148-159 12 p. |
artikel |
19 |
Post-installation pore-pressure changes around spudcan and long-term spudcan behaviour in soft clay
|
Yi, Jiang Tao |
|
2014 |
56 |
C |
p. 133-147 15 p. |
artikel |
20 |
Pull-out behaviour of steel grid soil reinforcement embedded in silty sand
|
Alam, Md. Jahid Iftekhar |
|
2014 |
56 |
C |
p. 216-226 11 p. |
artikel |
21 |
Robust geotechnical design of shield-driven tunnels
|
Gong, Wenping |
|
2014 |
56 |
C |
p. 191-201 11 p. |
artikel |