| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A constitutive model for coal-fouled ballast capturing the effects of particle degradation
|
Indraratna, Buddhima
|
|
2014
|
61 |
C |
p. 96-107
12 p.
|
artikel
|
| 2 |
Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings
|
Cao, Yi
|
|
2014
|
61 |
C |
p. 144-152
9 p.
|
artikel
|
| 3 |
An approximate analytical solution for calculating ground surface settlements due to diaphragm walling
|
Lei, G.H.
|
|
2014
|
61 |
C |
p. 108-115
8 p.
|
artikel
|
| 4 |
An enhanced stochastic optimization in fracture network modelling conditional on seismic events
|
Seifollahi, S.
|
|
2014
|
61 |
C |
p. 85-95
11 p.
|
artikel
|
| 5 |
An improved Monte Carlo simulation method for discontinuity orientations based on Fisher distribution and its program implementation
|
Zheng, Jun
|
|
2014
|
61 |
C |
p. 266-276
11 p.
|
artikel
|
| 6 |
A physical and numerical investigation of the failure mechanism of weak rocks surrounding tunnels
|
Li, Yingjie
|
|
2014
|
61 |
C |
p. 292-307
16 p.
|
artikel
|
| 7 |
Assessment of the dynamic behaviour of saturated soil subjected to cyclic loading from offshore monopile wind turbine foundations
|
Damgaard, M.
|
|
2014
|
61 |
C |
p. 116-126
11 p.
|
artikel
|
| 8 |
A theoretical and experimental study on the behaviour of lignosulfonate-treated sandy silt
|
Chen, Qingsheng
|
|
2014
|
61 |
C |
p. 316-327
12 p.
|
artikel
|
| 9 |
A three-dimensional state-dependent model of soil–structure interface for monotonic and cyclic loadings
|
Liu, Jingmao
|
|
2014
|
61 |
C |
p. 166-177
12 p.
|
artikel
|
| 10 |
Boundary effects of rainfall-induced landslides
|
Ali, Abid
|
|
2014
|
61 |
C |
p. 341-354
14 p.
|
artikel
|
| 11 |
Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness
|
Wong, Kwong Soon
|
|
2014
|
61 |
C |
p. 355-369
15 p.
|
artikel
|
| 12 |
Coupling of two methods, waveform superposition and numerical, to model blast vibration effect on slope stability in jointed rock masses
|
Mohammadi Azizabadi, Hamid Reza
|
|
2014
|
61 |
C |
p. 42-49
8 p.
|
artikel
|
| 13 |
DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments
|
Lai, Han-Jiang
|
|
2014
|
61 |
C |
p. 13-23
11 p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
2014
|
61 |
C |
p. IFC-
1 p.
|
artikel
|
| 15 |
Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results
|
Mohamed, Suliman B.A.
|
|
2014
|
61 |
C |
p. 67-84
18 p.
|
artikel
|
| 16 |
Forecasting of landslide disasters based on bionics algorithm (Part 1: Critical slip surface searching)
|
Gao, Wei
|
|
2014
|
61 |
C |
p. 370-377
8 p.
|
artikel
|
| 17 |
Influence of heterogeneity on 3D slope reliability and failure consequence
|
Hicks, M.A.
|
|
2014
|
61 |
C |
p. 198-208
11 p.
|
artikel
|
| 18 |
Influence of soil stiffness on building vibrations due to railway traffic in tunnels: Numerical study
|
Lopes, Patrícia
|
|
2014
|
61 |
C |
p. 277-291
15 p.
|
artikel
|
| 19 |
Inverse calculation of i n s itu stress in rock mass using the Surrogate-Model Accelerated Random Search algorithm
|
Li, Fei
|
|
2014
|
61 |
C |
p. 24-32
9 p.
|
artikel
|
| 20 |
Joint exploration of regional importance of possibilistic and probabilistic uncertainty in stability analysis
|
Rohmer, J.
|
|
2014
|
61 |
C |
p. 308-315
8 p.
|
artikel
|
| 21 |
Long embankment failure accounting for longitudinal spatial variation – A probabilistic study
|
Ji, Jian
|
|
2014
|
61 |
C |
p. 50-56
7 p.
|
artikel
|
| 22 |
Modeling deepwater seabed steady-state thermal fields around buried pipeline including trenching and backfill effects
|
Bai, Yanbin
|
|
2014
|
61 |
C |
p. 221-229
9 p.
|
artikel
|
| 23 |
Modeling the particle breakage of rockfill materials with the cohesive crack model
|
Ma, Gang
|
|
2014
|
61 |
C |
p. 132-143
12 p.
|
artikel
|
| 24 |
On the topography influence on subsidence due to horizontal underground mining using the influence function method
|
Cai, Yinfei
|
|
2014
|
61 |
C |
p. 328-340
13 p.
|
artikel
|
| 25 |
Probabilistic block theory analysis for a rock slope at an open pit mine in USA
|
Zheng, Jun
|
|
2014
|
61 |
C |
p. 254-265
12 p.
|
artikel
|
| 26 |
Real-time assessment framework of spatial liquefaction hazard in port areas considering site-specific seismic response
|
Chung, Choong-Ki
|
|
2014
|
61 |
C |
p. 241-253
13 p.
|
artikel
|
| 27 |
Riverbank stability assessment under flooding conditions in the Red River of Hanoi, Vietnam
|
Duong, Thi Toan
|
|
2014
|
61 |
C |
p. 178-189
12 p.
|
artikel
|
| 28 |
Robust and reliable metamodels for mechanized tunnel simulations
|
Khaledi, K.
|
|
2014
|
61 |
C |
p. 1-12
12 p.
|
artikel
|
| 29 |
Shape optimisation of the support section of a tunnel at great depths
|
Lu, A.Z.
|
|
2014
|
61 |
C |
p. 190-197
8 p.
|
artikel
|
| 30 |
Simulation of roof shear failure in coal mine roadways using an innovative UDEC Trigon approach
|
Gao, Fuqiang
|
|
2014
|
61 |
C |
p. 33-41
9 p.
|
artikel
|
| 31 |
‘Skipped cycles’ method for studying cyclic loading and soil–structure interface
|
Burlon, S.
|
|
2014
|
61 |
C |
p. 209-220
12 p.
|
artikel
|
| 32 |
Testing and modeling of the state-dependent behaviors of rockfill material
|
Xiao, Yang
|
|
2014
|
61 |
C |
p. 153-165
13 p.
|
artikel
|
| 33 |
The influence of horizontal confinement on the bearing capacity factor Nγ of smooth strip footing
|
Zhao, Lianheng
|
|
2014
|
61 |
C |
p. 127-131
5 p.
|
artikel
|
| 34 |
The subloading isotropic plasticity as a variable modulus model
|
Pedroso, Dorival M.
|
|
2014
|
61 |
C |
p. 230-240
11 p.
|
artikel
|
| 35 |
Vertical dynamic response of a pipe pile in saturated soil layer
|
Liu, Hanlong
|
|
2014
|
61 |
C |
p. 57-66
10 p.
|
artikel
|
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