nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A deep investigation into the mechanisms and factors producing mud pumping of railway track
|
Wilk, Stephen T. |
|
|
38 |
C |
p. |
artikel |
2 |
Aggregation and dehydration of excavated soft clay and use for subgrade engineering–Part 1: A laboratory study
|
Zhan, Liangtong |
|
|
38 |
C |
p. |
artikel |
3 |
Aggregation and dehydration of excavated soft clay and use for subgrade engineering-part 2: A pilot-scale study
|
Zhan, Liangtong |
|
|
38 |
C |
p. |
artikel |
4 |
A meso-scale numerical modelling method for the stability analysis of tunnels in sandy cobble stratum
|
Wang, Fan |
|
|
38 |
C |
p. |
artikel |
5 |
A nuclear magnetic resonance based quantification of pore water distribution in unsaturated soils
|
Dong, Jungui |
|
|
38 |
C |
p. |
artikel |
6 |
A parametric study of embankment supported by geosynthetic reinforced load transfer platform and timber piles tip on sand
|
Ikbarieh, Abdallah |
|
|
38 |
C |
p. |
artikel |
7 |
Application of superabsorbent geotextiles to decontaminate and improve crude oil-contaminated soil
|
Rezaei, Alireza |
|
|
38 |
C |
p. |
artikel |
8 |
Calculation model of heaving amount on embankments using multi-factor coupling of low swell potential mudstone as foundation for high-speed railways
|
Xue, Yanjin |
|
|
38 |
C |
p. |
artikel |
9 |
Combined effect of supported and unsupported sleepers on lateral ballast resistance in ballasted railway track
|
Xu, Chong |
|
|
38 |
C |
p. |
artikel |
10 |
Consolidation settlement of vertically loaded pile groups in multilayered poroelastic soils
|
Senjuntichai, T. |
|
|
38 |
C |
p. |
artikel |
11 |
Critical transverse differential settlement between modern tram pile-plank-supported subgrade and surrounding pavement subgrade
|
Xiao, Feizhi |
|
|
38 |
C |
p. |
artikel |
12 |
Cross-Shear Test for geosynthetic-reinforced asphalt
|
Roodi, G.H. |
|
|
38 |
C |
p. |
artikel |
13 |
Cyclic loads induced consolidation deformation of PVD unit cells
|
Chai, Jinchun |
|
|
38 |
C |
p. |
artikel |
14 |
DEM study on the macro- and micromechanical behaviours of breakable granular materials under cyclic loading
|
Nie, Yuxing |
|
|
38 |
C |
p. |
artikel |
15 |
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method
|
Ghanizadeh, Ali Reza |
|
|
38 |
C |
p. |
artikel |
16 |
Development of FWD based hybrid back-analysis technique for railway track condition assessment
|
Fathi, Shadi |
|
|
38 |
C |
p. |
artikel |
17 |
Editorial Board
|
|
|
|
38 |
C |
p. |
artikel |
18 |
Effect evaluation of grass roots on mechanical properties of unsaturated coarse-grained soil
|
He, Wentao |
|
|
38 |
C |
p. |
artikel |
19 |
Effect of particle regularity on the shear response of geogrid-granular material interface under cyclic normal loading
|
Ying, Meng-jie |
|
|
38 |
C |
p. |
artikel |
20 |
Effect of rail axle load on geosynthetic reinforced back-to-back mechanically stabilized earth walls: Experimental and numerical studies
|
Vadavadagi, Shilpa S. |
|
|
38 |
C |
p. |
artikel |
21 |
Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift
|
Zhu, Caihui |
|
|
38 |
C |
p. |
artikel |
22 |
Field evaluation of the three-dimensional dynamic stress state of the subgrade induced by the heavy-haul train load
|
Cui, Xinzhuang |
|
|
38 |
C |
p. |
artikel |
23 |
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method
|
Zhang, Jing |
|
|
38 |
C |
p. |
artikel |
24 |
Full-Scale Field Impact Load Experiments on Buried Pipes in Geosynthetic-Reinforced Soils
|
Babagiray, Gunes |
|
|
38 |
C |
p. |
artikel |
25 |
Influence of varying water content on permanent deformation of mud-fouled ballast
|
Nguyen, Thanh T. |
|
|
38 |
C |
p. |
artikel |
26 |
Investigation of a dynamic chord method and its application on track irregularity evaluation and track maintenance
|
Sun, Xianfu |
|
|
38 |
C |
p. |
artikel |
27 |
Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface
|
Zeng, Wei-xiang |
|
|
38 |
C |
p. |
artikel |
28 |
Optimizing embankment structures in a snowy permafrost region of the pan-Arctic based on a coupled numerical model
|
Yang, Sheng |
|
|
38 |
C |
p. |
artikel |
29 |
Performance of helical soil-nailed walls under bridge abutment
|
Yadegari, Samaneh |
|
|
38 |
C |
p. |
artikel |
30 |
Permeability-porosity relation during erosion-induced water inrush: Experimental and theoretical investigations
|
Liu, Jinquan |
|
|
38 |
C |
p. |
artikel |
31 |
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading
|
Liu, Kai-Fu |
|
|
38 |
C |
p. |
artikel |
32 |
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques
|
Indraratna, Buddhima |
|
|
38 |
C |
p. |
artikel |
33 |
Semi-analytical solutions to the one-dimensional consolidation for double-layered unsaturated ground with a horizontal drainage layer
|
Zhou, Tong |
|
|
38 |
C |
p. |
artikel |
34 |
Soil-structure interaction of integral abutments
|
Abdullah, Ahmed |
|
|
38 |
C |
p. |
artikel |
35 |
Stabilisation of Malmi soft clay with traditional and low-CO2 binders
|
Ramírez, Alejandra López |
|
|
38 |
C |
p. |
artikel |
36 |
Stress path of the surrounding soil during tunnel excavation: An experimental study
|
Tian, Yu |
|
|
38 |
C |
p. |
artikel |
37 |
Use of an L-band radiometer for proximal moisture measurement in road construction
|
Nguyen, Thi Mai |
|
|
38 |
C |
p. |
artikel |
38 |
Water content variation of railway track sub-ballast layer in seasonal frost area: A case study from Finland
|
Latvala, Juha |
|
|
38 |
C |
p. |
artikel |