| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A direct reliability-based design method for tunnel support using the performance measure approach with line search
|
Fang, Yanbing
|
|
2019
|
107 |
C |
p. 89-96
|
artikel
|
| 2 |
Analysis of laterally loaded piles in sloping ground using a modified strain wedge model
|
Peng, Wenzhe
|
|
2019
|
107 |
C |
p. 163-175
|
artikel
|
| 3 |
An efficient inverse analysis procedure for braced excavations considering three-dimensional effects
|
Wang, Ze-Zhou
|
|
2019
|
107 |
C |
p. 150-162
|
artikel
|
| 4 |
An experimental investigation of the microslip displacement of geological materials
|
Sandeep, C.S.
|
|
2019
|
107 |
C |
p. 55-67
|
artikel
|
| 5 |
A novel tool for simulating brittle borehole breakouts
|
Gerolymatou, Eleni
|
|
2019
|
107 |
C |
p. 80-88
|
artikel
|
| 6 |
Area failure probability method for slope system failure risk assessment
|
Li, Dian-Qing
|
|
2019
|
107 |
C |
p. 36-44
|
artikel
|
| 7 |
Considerations on the mechanics of failure of the infinite slope
|
Urciuoli, Gianfranco
|
|
2019
|
107 |
C |
p. 68-79
|
artikel
|
| 8 |
Discrete element modeling of soil-structure interface behavior under cyclic loading
|
Huang, Maosong
|
|
2019
|
107 |
C |
p. 14-24
|
artikel
|
| 9 |
Editorial Board
|
|
|
2019
|
107 |
C |
p. ii
|
artikel
|
| 10 |
Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition
|
Li, Pengfei
|
|
2019
|
107 |
C |
p. 25-35
|
artikel
|
| 11 |
Face stability analysis of shallow circular tunnels driven by a pressurized shield in purely cohesive soils under undrained conditions
|
Ding, Wantao
|
|
2019
|
107 |
C |
p. 110-127
|
artikel
|
| 12 |
Field and numerical studies on the performance of high embankment built on soft soil reinforced with PHC piles
|
Wu, J.T.
|
|
2019
|
107 |
C |
p. 1-13
|
artikel
|
| 13 |
Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones
|
Lester, Alexander M.
|
|
2019
|
107 |
C |
p. 235-254
|
artikel
|
| 14 |
Implementation of a modified Drucker–Prager model in the lattice spring model for plasticity and fracture
|
Zhao, Gao-Feng
|
|
2019
|
107 |
C |
p. 97-109
|
artikel
|
| 15 |
Influences of connectivity and conductivity on nonlinear flow behaviours through three-dimension discrete fracture networks
|
Xiong, Feng
|
|
2019
|
107 |
C |
p. 128-141
|
artikel
|
| 16 |
Interaction of pore pressures in double-porosity medium: Fluid injection in borehole
|
Song, Zhu
|
|
2019
|
107 |
C |
p. 142-149
|
artikel
|
| 17 |
Interpretation of horizontal permeability from piezocone dissipation tests in soft clays
|
Lim, Yi Xian
|
|
2019
|
107 |
C |
p. 189-200
|
artikel
|
| 18 |
Isogeometric analysis through Bézier extraction for thermo-hydro-mechanical modeling of saturated porous media
|
Shahrokhabadi, Shahriar
|
|
2019
|
107 |
C |
p. 176-188
|
artikel
|
| 19 |
One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading
|
Moradi, Mohammadhossein
|
|
2019
|
107 |
C |
p. 45-54
|
artikel
|
| 20 |
Quasti-static response of a multilayered transversely isotropic porothermoelastic material subjected to a cylindrical heat source
|
Ai, Zhi Yong
|
|
2019
|
107 |
C |
p. 201-213
|
artikel
|
| 21 |
Three-dimensional lattice simulation of hydraulic fracture interaction with natural fractures
|
Fu, Wei
|
|
2019
|
107 |
C |
p. 214-234
|
artikel
|
Tijdschrift beschrijving