Geotextiles & filtration · 2022
Filtration Performance of Nonwoven Geotextile Filtering Fine-Grained Soil under Normal Compressive Stresses
Original research · free full-paper access · authors credited
Research overview
Gradient-ratio tests explore filtration under normal compressive stress. Increased confinement and small openings can impair drainage even when retention improves, supporting soil-specific filter testing.
Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.
- Authors
- Chunxue Du, Chao Xu, Yang Yang, Jiangfeng Wang
- Publication year
- 2022
- DOI
- 10.3390/app122412638
- Access
- Full text at the original publisher or institutional repository.
- Reuse
- CC BY 4.0 ↗
Read the full paper
Use your email and a one-time code for free access. No payment or password required. The paper opens at its publisher or repository.
Read the full paper →Search all research papers →Topics in this paper
Apply the evidence to your project
Materials, test conditions, exposure and loading matter. Research findings need project-specific assessment before use as design inputs.
Kontain provides geosynthetic supply and engineering support. Inclusion in this catalogue does not imply author endorsement or product certification.