| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A reply to the discussion on a calibration methodology to obtain material parameters for the representation of fracture mechanics based on discrete element simulations
|
Behraftar, Somayeh
|
|
2017
|
86 |
C |
p. 249-251
|
artikel
|
| 2 |
Assessment of strut forces for braced excavation in clays from numerical analysis and field measurements
|
Goh, Anthony T.C.
|
|
2017
|
86 |
C |
p. 141-149
|
artikel
|
| 3 |
Bearing capacity of rectangular footings in uniform clay with deep embedment
|
Liu, Jun
|
|
2017
|
86 |
C |
p. 209-218
|
artikel
|
| 4 |
Class-A-prediction of lateral pile deformation with respect to vibratory and impact pile driving
|
Heins, E.
|
|
2017
|
86 |
C |
p. 108-119
|
artikel
|
| 5 |
Developing a 3D elastoplastic constitutive model for soils: A new approach based on characteristic stress
|
Ma, Chao
|
|
2017
|
86 |
C |
p. 129-140
|
artikel
|
| 6 |
Discrete modeling of low-velocity penetration in sand
|
Holmen, Jens Kristian
|
|
2017
|
86 |
C |
p. 21-32
|
artikel
|
| 7 |
Discussion on “A calibration methodology to obtain material parameters for the representation of fracture mechanics based on discrete element simulations”
|
Wei, M.D.
|
|
2017
|
86 |
C |
p. 246-248
|
artikel
|
| 8 |
Discussion on “An analytical approach for the prediction of single pile and pile group behaviour in clay”
|
Li, Zhi-qiang
|
|
2017
|
86 |
C |
p. 243-244
|
artikel
|
| 9 |
Editorial Board
|
|
|
2017
|
86 |
C |
p. IFC
|
artikel
|
| 10 |
Effect of non-linear soil deformation on the interaction among energy piles
|
Rotta Loria, Alessandro F.
|
|
2017
|
86 |
C |
p. 9-20
|
artikel
|
| 11 |
Effects of soil anisotropy on a soil structure interaction in a heat exchanger pile
|
Perić, Dunja
|
|
2017
|
86 |
C |
p. 193-202
|
artikel
|
| 12 |
Empirical assessment of the critical time increment in explicit particulate discrete element method simulations
|
Otsubo, Masahide
|
|
2017
|
86 |
C |
p. 67-79
|
artikel
|
| 13 |
Estimating water retention characteristic parameters using differential evolution
|
Maggi, Sabino
|
|
2017
|
86 |
C |
p. 163-172
|
artikel
|
| 14 |
Failure probability assessment and parameter sensitivity analysis of a contaminant’s transit time through a compacted clay liner
|
Zhan, Liang-tong
|
|
2017
|
86 |
C |
p. 230-242
|
artikel
|
| 15 |
Generation of multivariate cross-correlated geotechnical random fields
|
Zhu, H.
|
|
2017
|
86 |
C |
p. 95-107
|
artikel
|
| 16 |
GPU-based parallel computation for discontinuous deformation analysis (DDA) method and its application to modelling earthquake-induced landslide
|
Song, Yixiang
|
|
2017
|
86 |
C |
p. 80-94
|
artikel
|
| 17 |
Implementation of displacement-dependent Barton-Bandis rock joint model into discontinuous deformation analysis
|
Ma, Shuqi
|
|
2017
|
86 |
C |
p. 1-8
|
artikel
|
| 18 |
Influence of single flaw on the failure process and energy mechanics of rock-like material
|
Jin, Jin
|
|
2017
|
86 |
C |
p. 150-162
|
artikel
|
| 19 |
Influence of the intermediate principal stress and principal stress direction on the mechanical behavior of cohesionless soils using the discrete element method
|
Li, Bo
|
|
2017
|
86 |
C |
p. 52-66
|
artikel
|
| 20 |
Lower bound limit analysis of wedge stability using block element method
|
Zhou, Jianfeng
|
|
2017
|
86 |
C |
p. 120-128
|
artikel
|
| 21 |
Modelling the non-coaxiality of soils from the view of cross-anisotropy
|
Tian, Yu
|
|
2017
|
86 |
C |
p. 219-229
|
artikel
|
| 22 |
Modelling the settlement behaviour of a strip footing on sloping sandy fill under cyclic loading conditions
|
Alam, Md. Jahid Iftekhar
|
|
2017
|
86 |
C |
p. 181-192
|
artikel
|
| 23 |
Numerical modelling of the effects of consolidation on the undrained spudcan capacity under combined loading in silty clay
|
Ragni, Raffaele
|
|
2017
|
86 |
C |
p. 33-51
|
artikel
|
| 24 |
Response to discussion: An analytical approach for the prediction of single pile and pile group behaviour in clay
|
Sheil, Brian B.
|
|
2017
|
86 |
C |
p. 245
|
artikel
|
| 25 |
Rigid block based lower bound limit analysis method for stability analysis of fractured rock mass considering rock bridge effects
|
Zhou, Jianfeng
|
|
2017
|
86 |
C |
p. 173-180
|
artikel
|
| 26 |
The importance of accurate time-integration in the numerical modelling of P-wave propagation
|
Tsaparli, Vasiliki
|
|
2017
|
86 |
C |
p. 203-208
|
artikel
|
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