nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Acoustic emission characteristics of the rock-like material containing a single flaw under different compressive loading rates
|
Zhang, Xiao-ping |
|
2017 |
83 |
C |
p. 83-97 |
artikel |
2 |
A mechanical model for conebolts
|
Liang, Yuntao |
|
2017 |
83 |
C |
p. 142-151 |
artikel |
3 |
An analytical solution for wave propagation in a square pile due to transient point load
|
Qu, Liming |
|
2017 |
83 |
C |
p. 77-82 |
artikel |
4 |
Application of a coupled homogenization-damage model to masonry tunnel vaults
|
Moreno Regan, Omar |
|
2017 |
83 |
C |
p. 132-141 |
artikel |
5 |
A simple estimation model for 3D braced excavation wall deflection
|
Goh, A.T.C. |
|
2017 |
83 |
C |
p. 106-113 |
artikel |
6 |
Bounding surface model for overconsolidated clays with new state parameter formulation of hardening rule
|
Jocković, Sanja |
|
2017 |
83 |
C |
p. 16-29 |
artikel |
7 |
Comparison of numerical formulations for the modeling of tensile loaded suction buckets
|
Sørensen, E.S. |
|
2017 |
83 |
C |
p. 198-208 |
artikel |
8 |
Dynamic response of a non-circular lined tunnel with visco-elastic imperfect interface in the saturated poroelastic medium
|
Fang, Xue-Qian |
|
2017 |
83 |
C |
p. 98-105 |
artikel |
9 |
Editorial Board
|
|
|
2017 |
83 |
C |
p. IFC |
artikel |
10 |
Estimation of bearing capacity factors of cohesive-frictional soil using the cell-based smoothed finite element method
|
Le, Canh V. |
|
2017 |
83 |
C |
p. 178-183 |
artikel |
11 |
Geometric nature of hydraulic fracture propagation in naturally-fractured reservoirs
|
Wasantha, P.L.P. |
|
2017 |
83 |
C |
p. 209-220 |
artikel |
12 |
Investigation of wellbore microannulus permeability under stress via experimental wellbore mock-up and finite element modeling
|
Gomez, Steven P. |
|
2017 |
83 |
C |
p. 168-177 |
artikel |
13 |
Load-displacement and upper-bound solutions of a loaded laterally pile in clay based on a total-displacement-loading EMSD method
|
Yu, Jian |
|
2017 |
83 |
C |
p. 64-76 |
artikel |
14 |
Multiphysics modeling of arching effects in fill mass
|
Cui, Liang |
|
2017 |
83 |
C |
p. 114-131 |
artikel |
15 |
Numerical analysis of soil volumetric water content and temperature variations in an embankment due to soil-atmosphere interaction
|
An, Ni |
|
2017 |
83 |
C |
p. 40-51 |
artikel |
16 |
Numerical simulation of kinetic friction in the fracture process of rocks in the framework of General Particle Dynamics
|
Bi, J. |
|
2017 |
83 |
C |
p. 1-15 |
artikel |
17 |
Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils
|
Wang, Lei |
|
2017 |
83 |
C |
p. 30-39 |
artikel |
18 |
Shaft and base resistance of non-displacement piles in sand
|
Han, Fei |
|
2017 |
83 |
C |
p. 184-197 |
artikel |
19 |
Thermo-mechanical coupling response of a layered isotropic medium around a cylindrical heat source
|
Ai, Zhi Yong |
|
2017 |
83 |
C |
p. 159-167 |
artikel |
20 |
Transient response of offshore wind turbines on monopiles in sand: role of cyclic hydro–mechanical soil behaviour
|
Corciulo, Simone |
|
2017 |
83 |
C |
p. 221-238 |
artikel |
21 |
Trench effects on lateral p-y relations for pipelines embedded in stiff soils and rocks
|
Chaloulos, Yannis K. |
|
2017 |
83 |
C |
p. 52-63 |
artikel |
22 |
Undrained limiting pressure behind soil gaps in contiguous pile walls
|
Keawsawasvong, Suraparb |
|
2017 |
83 |
C |
p. 152-158 |
artikel |