| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A laboratory evaluation of reinforcement loads induced by rainfall infiltration in geosynthetic mechanically stabilized earth walls
|
Portelinha, F.H.M.
|
|
|
49 |
5 |
p. 1427-1439
|
artikel
|
| 2 |
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground
|
Ou Yang, Fang
|
|
|
49 |
5 |
p. 1407-1418
|
artikel
|
| 3 |
A multi-camera based photogrammetric method for three-dimensional full-field displacement measurements of geosynthetics during tensile test
|
Xia, Xiaolong
|
|
|
49 |
5 |
p. 1192-1210
|
artikel
|
| 4 |
Analytical solutions for geosynthetic-encased stone column-supported embankments with emphasis on nonlinear behaviours of columns
|
Zhou, Yang
|
|
|
49 |
5 |
p. 1107-1116
|
artikel
|
| 5 |
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming
|
Yuan, Shuai
|
|
|
49 |
5 |
p. 1294-1311
|
artikel
|
| 6 |
Critical length of encased stone columns
|
Miranda, Marina
|
|
|
49 |
5 |
p. 1312-1323
|
artikel
|
| 7 |
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results
|
Kazimierowicz-Frankowska, Krystyna
|
|
|
49 |
5 |
p. 1176-1191
|
artikel
|
| 8 |
Design of geocell reinforced roads through fragility modeling
|
Inti, Sundeep
|
|
|
49 |
5 |
p. 1085-1094
|
artikel
|
| 9 |
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè
|
Giroud, J.P.
|
|
|
49 |
5 |
p. 1447-1448
|
artikel
|
| 10 |
Editorial Board
|
|
|
|
49 |
5 |
p. ii
|
artikel
|
| 11 |
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL
|
Rowe, R. Kerry
|
|
|
49 |
5 |
p. 1165-1175
|
artikel
|
| 12 |
Full-scale field study of using geofoam to reduce earth pressures on buried concrete culverts
|
Wang, Junqi
|
|
|
49 |
5 |
p. 1355-1367
|
artikel
|
| 13 |
Geogrid-soil interaction: A new conceptual model and testing apparatus
|
Derksen, Jan
|
|
|
49 |
5 |
p. 1393-1406
|
artikel
|
| 14 |
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates
|
Zainab, Binte
|
|
|
49 |
5 |
p. 1129-1138
|
artikel
|
| 15 |
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations
|
Hatami, Kianoosh
|
|
|
49 |
5 |
p. 1139-1148
|
artikel
|
| 16 |
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid
|
Liu, Hao
|
|
|
49 |
5 |
p. 1380-1392
|
artikel
|
| 17 |
Modified axial pullout resistance factors of geogrids embedded in pond ash
|
Karnamprabhakara, Bhargav Kumar
|
|
|
49 |
5 |
p. 1245-1255
|
artikel
|
| 18 |
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings
|
Kim, Pyol
|
|
|
49 |
5 |
p. 1440-1446
|
artikel
|
| 19 |
Numerical study of geosynthetic reinforced soil bridge abutment performance under static and seismic loading considering effects of bridge deck
|
Askari, Mehdi
|
|
|
49 |
5 |
p. 1339-1354
|
artikel
|
| 20 |
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition
|
Pandey, B.K.
|
|
|
49 |
5 |
p. 1095-1106
|
artikel
|
| 21 |
Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique
|
Raja, Muhammad Nouman Amjad
|
|
|
49 |
5 |
p. 1280-1293
|
artikel
|
| 22 |
Pullout resistance of inclined anchors embedded in geogrid reinforced sand
|
Mukherjee, Sougata
|
|
|
49 |
5 |
p. 1368-1379
|
artikel
|
| 23 |
Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads
|
Fakharian, Kazem
|
|
|
49 |
5 |
p. 1229-1244
|
artikel
|
| 24 |
Reply to the discussion by Giroud on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams”
|
Cazzuffi, D.
|
|
|
49 |
5 |
p. 1449-1450
|
artikel
|
| 25 |
Seismic behavior of geosynthetic-reinforced retaining walls backfilled with cohesive soil
|
Kilic, I.E.
|
|
|
49 |
5 |
p. 1256-1269
|
artikel
|
| 26 |
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions
|
Correia, N.S.
|
|
|
49 |
5 |
p. 1419-1426
|
artikel
|
| 27 |
The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems
|
Pires, Ana C.G.
|
|
|
49 |
5 |
p. 1117-1128
|
artikel
|
| 28 |
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading
|
Arivalagan, Joseph
|
|
|
49 |
5 |
p. 1324-1338
|
artikel
|
| 29 |
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material
|
Kim, H.J.
|
|
|
49 |
5 |
p. 1149-1164
|
artikel
|
| 30 |
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant
|
Soralump, Suttisak
|
|
|
49 |
5 |
p. 1211-1228
|
artikel
|
| 31 |
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths
|
Tincopa, Mayu
|
|
|
49 |
5 |
p. 1270-1279
|
artikel
|
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