| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A constitutive model for municipal solid waste incorporating bounding surface plasticity and reinforcing effect
|
Chang, Ji-Yun
|
|
|
123 |
C |
p.
|
artikel
|
| 2 |
A modified HJC model for improved dynamic response of brittle materials under blasting loads
|
Liu, Kai
|
|
|
123 |
C |
p.
|
artikel
|
| 3 |
Analytical study of the thermo-osmosis effect in porothermoelastic responses of saturated porous media under axisymmetric thermal loadings
|
Song, Zhu
|
|
|
123 |
C |
p.
|
artikel
|
| 4 |
A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation
|
Cheng, Hongzhan
|
|
|
123 |
C |
p.
|
artikel
|
| 5 |
A smoothed finite element method using second-order cone programming
|
Meng, Jingjing
|
|
|
123 |
C |
p.
|
artikel
|
| 6 |
A study on the false volume expansion problem under rigid large rotation based on the modified symmetric and anti-symmetric decomposition method
|
Ke, Jinfu
|
|
|
123 |
C |
p.
|
artikel
|
| 7 |
Axial dynamic response of concrete-filled tapered fiber reinforced polymer piles in a transversely isotropic medium
|
Singh, Sonal
|
|
|
123 |
C |
p.
|
artikel
|
| 8 |
Bearing capacity of a side-rounded suction caisson foundation under general loading in clay
|
Fu, Dengfeng
|
|
|
123 |
C |
p.
|
artikel
|
| 9 |
Bearing capacity of shallow foundation under cyclic load on cohesive soil
|
Panique Lazcano, Daniel R.
|
|
|
123 |
C |
p.
|
artikel
|
| 10 |
Combined measure of geometry optimization and vegetation for expansive soil slopes
|
Xie, Canrong
|
|
|
123 |
C |
p.
|
artikel
|
| 11 |
Coupled Eulerian Lagrangian based numerical modelling of vibro-compaction with model vibrator
|
Nagula, Sparsha Sinduri
|
|
|
123 |
C |
p.
|
artikel
|
| 12 |
DEM simulation of the size effect on the wetting deformation of rockfill materials based on single-particle crushing tests
|
Shao, Xiao-quan
|
|
|
123 |
C |
p.
|
artikel
|
| 13 |
Discussion on “Pseudo-dynamic lateral earth pressures on rigid walls with varying cohesive-frictional backfill”
|
Zhu, Yimo
|
|
|
123 |
C |
p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
|
123 |
C |
p.
|
artikel
|
| 15 |
Effect of fluid pressure heterogeneity on injection-induced fracture activation
|
Ji, Yinlin
|
|
|
123 |
C |
p.
|
artikel
|
| 16 |
Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach
|
Meena, Naveen Kumar
|
|
|
123 |
C |
p.
|
artikel
|
| 17 |
Elastoplastic solutions for cylindrical cavity expansion in unsaturated soils
|
Chen, Haohua
|
|
|
123 |
C |
p.
|
artikel
|
| 18 |
Estimation of Natural periods of Earth Dam-Flexible canyon systems with 3D coupled FEM-SBFEM
|
Yaseri, Alireza
|
|
|
123 |
C |
p.
|
artikel
|
| 19 |
Extension of a basic hypoplastic model for overconsolidated clays
|
Wang, Shun
|
|
|
123 |
C |
p.
|
artikel
|
| 20 |
Finite element analysis of helical piles subjected to axial impact loading
|
Alwalan, M.F.
|
|
|
123 |
C |
p.
|
artikel
|
| 21 |
Improved analytical method for pile response due to foundation pit excavation
|
Liu, Jianwen
|
|
|
123 |
C |
p.
|
artikel
|
| 22 |
Improved robust design of rock wedge slopes with a new robustness measure
|
Fan, Binqiang
|
|
|
123 |
C |
p.
|
artikel
|
| 23 |
Investigation of the dynamic process of the Xinmo landslide using the discrete element method
|
Liu, Zhenyu
|
|
|
123 |
C |
p.
|
artikel
|
| 24 |
Large-strain analysis of vertical drain-improved soft deposit consolidation considering smear zone, well resistance, and creep effects
|
Nguyen, Ba-Phu
|
|
|
123 |
C |
p.
|
artikel
|
| 25 |
Modeling acoustic emission in the Brazilian test using moment tensor inversion
|
Ma, Jun
|
|
|
123 |
C |
p.
|
artikel
|
| 26 |
Numerical modeling of the fractured zones around a blasthole
|
Hajibagherpour, A.R.
|
|
|
123 |
C |
p.
|
artikel
|
| 27 |
On the effective stress coefficient of saturated fractured rocks
|
Chen, Sicong
|
|
|
123 |
C |
p.
|
artikel
|
| 28 |
Permeability anisotropy of methane hydrate-bearing sands: Insights from CT scanning and pore network modelling
|
Hu, Cong
|
|
|
123 |
C |
p.
|
artikel
|
| 29 |
Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation
|
Shen, Panpan
|
|
|
123 |
C |
p.
|
artikel
|
| 30 |
Solid-like and liquid-like granular flows on inclined surfaces under vibration – Implications for earthquake-induced landslides
|
Zhu, Chongqiang
|
|
|
123 |
C |
p.
|
artikel
|
| 31 |
Stability analysis of landslides using BEM and variational inequality based contact model
|
Nie, Zhibao
|
|
|
123 |
C |
p.
|
artikel
|
| 32 |
System reliability analysis of geosynthetic reinforced soil slope considering local reinforcement failure
|
Peng, Ming
|
|
|
123 |
C |
p.
|
artikel
|
| 33 |
Theoretical prediction model for deformations caused by construction of new tunnels undercrossing existing tunnels based on the equivalent layered method
|
Zhou, Zhong
|
|
|
123 |
C |
p.
|
artikel
|
| 34 |
The post-installation consolidation settlement of jack-up spudcan foundations in clayey seabed soils
|
Yi, Jiang Tao
|
|
|
123 |
C |
p.
|
artikel
|
| 35 |
Thermal damage evolution of granite under slow and high-speed heating conditions
|
Wang, Fei
|
|
|
123 |
C |
p.
|
artikel
|
| 36 |
Thermo-hydro-mechanical couplings controlling gas migration in heterogeneous and elastically-deformed coal
|
Zhao, Yang
|
|
|
123 |
C |
p.
|
artikel
|
| 37 |
Three-dimensional active earth pressure under transient unsaturated flow conditions
|
Li, Zheng-Wei
|
|
|
123 |
C |
p.
|
artikel
|
| 38 |
Ultimate bearing capacity of skirted foundation on cohesionless soil using slip line theory
|
Santhoshkumar, G.
|
|
|
123 |
C |
p.
|
artikel
|
| 39 |
Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis
|
Wu, Gaoqiao
|
|
|
123 |
C |
p.
|
artikel
|
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