| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 2.5-D coupled FE–BE model for the dynamic interaction between saturated soil and longitudinally invariant structures
|
He, Chao
|
|
2017
|
82 |
C |
p. 211-222
12 p.
|
artikel
|
| 2 |
Analytical model for vertically loaded anchor performance with a bridle shank
|
Cong, Binlong
|
|
2017
|
82 |
C |
p. 85-98
14 p.
|
artikel
|
| 3 |
An auto-adaptive moving mesh method for the numerical simulation of piping erosion
|
Liang, Yue
|
|
2017
|
82 |
C |
p. 237-248
12 p.
|
artikel
|
| 4 |
An edge-based smoothed point interpolation method for elasto-plastic coupled hydro-mechanical analysis of saturated porous media
|
Ghaffaripour, O.
|
|
2017
|
82 |
C |
p. 99-109
11 p.
|
artikel
|
| 5 |
A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures
|
Chen, Kai
|
|
2017
|
82 |
C |
p. 201-210
10 p.
|
artikel
|
| 6 |
Application of fractional calculus in modelling ballast deformation under cyclic loading
|
Sun, Yifei
|
|
2017
|
82 |
C |
p. 16-30
15 p.
|
artikel
|
| 7 |
Asymptotically Matched Layer (AML) for transient wave propagation in a moving frame of reference
|
Madsen, Stine Skov
|
|
2017
|
82 |
C |
p. 124-133
10 p.
|
artikel
|
| 8 |
Characterization of the contractive and pore pressure behavior of saturated sand deposits under seismic loading
|
Mercado, Vicente
|
|
2017
|
82 |
C |
p. 223-236
14 p.
|
artikel
|
| 9 |
Conditional random field reliability analysis of a cohesion-frictional slope
|
Liu, Lei-Lei
|
|
2017
|
82 |
C |
p. 173-186
14 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2017
|
82 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Efficient system reliability analysis of rock slopes based on Subset simulation
|
Jiang, Shui-Hua
|
|
2017
|
82 |
C |
p. 31-42
12 p.
|
artikel
|
| 12 |
Exploration into the causes of uncertainty in UDEC Grain Boundary Models
|
Mayer, J.M.
|
|
2017
|
82 |
C |
p. 110-123
14 p.
|
artikel
|
| 13 |
Implicit integration of simple breakage constitutive model for crushable granular materials: A numerical test
|
Zhang, Chunshun
|
|
2017
|
82 |
C |
p. 43-53
11 p.
|
artikel
|
| 14 |
Method of deformation analysis for composite structures of soils and masonry stones
|
Hashimoto, Ryota
|
|
2017
|
82 |
C |
p. 67-84
18 p.
|
artikel
|
| 15 |
Mixed mode fracture analysis of semi-circular bend (SCB) specimen: A numerical study based on extended finite element method
|
Xie, Yousheng
|
|
2017
|
82 |
C |
p. 157-172
16 p.
|
artikel
|
| 16 |
Numerical investigation on the impact resistance of road barriers of Micropile-MSE Wall for subgrade
|
Zhang, Zhi-chao
|
|
2017
|
82 |
C |
p. 249-265
17 p.
|
artikel
|
| 17 |
Numerical modelling of fluid-induced soil erosion in granular filters using a coupled bonded particle lattice Boltzmann method
|
Wang, Min
|
|
2017
|
82 |
C |
p. 134-143
10 p.
|
artikel
|
| 18 |
Numerical simulation of undrained insertion problems in geotechnical engineering with the Particle Finite Element Method (PFEM)
|
Monforte, Lluís
|
|
2017
|
82 |
C |
p. 144-156
13 p.
|
artikel
|
| 19 |
On the use of nonlocal regularisation in slope stability problems
|
Summersgill, F.C.
|
|
2017
|
82 |
C |
p. 187-200
14 p.
|
artikel
|
| 20 |
Pile response subjected to rock blasting induced ground vibration near soil-rock interface
|
Jayasinghe, L.B.
|
|
2017
|
82 |
C |
p. 1-15
15 p.
|
artikel
|
| 21 |
Unconfined Expansion Test (UET) for measuring the tensile strength of organic soft rock
|
Tang, Zhan
|
|
2017
|
82 |
C |
p. 54-66
13 p.
|
artikel
|
Tijdschrift beschrijving