Australia-based · Global geosynthetic supply & engineering support | Site investigations · SAKontain capability brochure

Geotextiles & filtration · 2021

Improvement in CBR Value of Soil Reinforced with Nonwoven Geotextile Sheets

S. Ramjiram Thakur, B. P. Naveen, J. P. Tegar

Original research · free full-paper access · authors credited

Research overview

Laboratory CBR tests compare one and three layers of thermally bonded and needle-punched nonwoven geotextiles in a single clay. The improvements depend on the tested soil, mould, density, moisture and fabrics and do not by themselves establish field pavement performance or a general thickness reduction.

Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.

Authors
S. Ramjiram Thakur, B. P. Naveen, J. P. Tegar
Publication year
2021
DOI
10.1186/s40703-020-00138-9
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

CBRnonwoven geotextileclayey soillayer positionlaboratory test

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.