Study on geosynthetic reinforced sand by triaxial compression test

Wu Jinghai; Wang Dequn; Chen Huan

PDF
Cite
Share

facebook

twitter

google

linkedin

Volume 22 Issue 2

Turn off MathJax

Article Contents

Abstract

References

Chinese Journal of Geotechnical Engineering > 2000 > 22(2): 199-204.

Wu Jinghai, Wang Dequn, Chen Huan. Study on geosynthetic reinforced sand by triaxial compression test[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 199-204.

Citation:

Wu Jinghai, Wang Dequn, Chen Huan. Study on geosynthetic reinforced sand by triaxial compression test[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 199-204.

Citation:

Wu Jinghai, Wang Dequn, Chen Huan. Study on geosynthetic reinforced sand by triaxial compression test[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 199-204.

PDF (1764 KB)

Study on geosynthetic reinforced sand by triaxial compression test

Tianjin Municipal Engineering Research Institute Tianjin 300074 Tianjin University Tianjin 300074

More Information

Published Date: March 23, 2000

Graphical Abstract

Abstract

Abstract

Systematic triaxial compression tests are made for the sand reinforced by geosynthetics which include (1) needle punched non woven geotextile, (2) polyester fiber warp knitting geogrid, (3) glass fiber geogrid,(4) PP biaxial geogrid and (5) PE geonet. On basis of experimental results, this paper presents some conclusions that can be used to guide choosing geosynthetic type and to make research on geosynthetic reinforcement mechanism.
- geosynthetic,
- reinforcement,
- sand,
- triaxial compression test