| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A model for predicting permeability of geotextile envelope for subsurface drainage after combined clogging in arid areas
|
Qin, Shuai
|
|
|
53 |
2 |
p. 619-629
|
artikel
|
| 2 |
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains
|
Li, Desheng
|
|
|
53 |
2 |
p. 661-669
|
artikel
|
| 3 |
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation
|
Jiang, Haoyuan
|
|
|
53 |
2 |
p. 510-527
|
artikel
|
| 4 |
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology
|
Zhang, Xianlei
|
|
|
53 |
2 |
p. 607-618
|
artikel
|
| 5 |
Corrigendum to “A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading” [Geotext. Geomembranes, 53, (1), February 2025, (318–330)]
|
Jiang, Wenhao
|
|
|
53 |
2 |
p. 680
|
artikel
|
| 6 |
Editorial Board
|
|
|
|
53 |
2 |
p. ii
|
artikel
|
| 7 |
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils
|
Wang, Chunhai
|
|
|
53 |
2 |
p. 630-641
|
artikel
|
| 8 |
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil
|
Rui, Rui
|
|
|
53 |
2 |
p. 528-544
|
artikel
|
| 9 |
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study
|
Zhang, Rui
|
|
|
53 |
2 |
p. 545-558
|
artikel
|
| 10 |
Influence of perforation characteristics and geotextile envelopes on the drain pipe
|
Zhang, Yingao
|
|
|
53 |
2 |
p. 670-679
|
artikel
|
| 11 |
Interface shear creep behavior between the nonwoven geotextile and the geomembrane pre/post peak strength
|
Shi, Jianyong
|
|
|
53 |
2 |
p. 577-587
|
artikel
|
| 12 |
Long-term performance of polyethylene geomembranes to contain brine
|
Zafari, M.
|
|
|
53 |
2 |
p. 642-660
|
artikel
|
| 13 |
Probabilistic analyses of geosynthetic-reinforced pile-supported embankments using design methods and 3D finite element models considering soil variability
|
Agarwal, Ekansh
|
|
|
53 |
2 |
p. 559-576
|
artikel
|
| 14 |
Study on the hydraulic properties of internally unstable soil-nonwoven geotextile systems: Boundary values and preliminary estimates
|
Palmeira, Ennio M.
|
|
|
53 |
2 |
p. 588-606
|
artikel
|
| 15 |
The influence of geosynthetic properties on their shear behaviors at the interface with frozen soil
|
He, Pengfei
|
|
|
53 |
2 |
p. 497-509
|
artikel
|
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