In:
Acta Scientiarum Polonorum. Architectura, Warsaw University of Life Sciences - SGGW Press, Vol. 22 ( 2023-11-17), p. 102-109
Abstract:
For stability calculations, one of the most important factors is the strength of the material used in the role of reinforcement. In the case of hexagonal geogrids, strength results can be obtained according to the manufac-turer’s recommendations – radially tensile or in accordance with the standard – using the wide-width strip specimen tensile method. It was decided to compare the strength results obtained using the radial stiffness to those resulting from tests conducted according to the standard. This article presents the utilisation of geosyn-thetic materials, specifically hexagonal geogrids, as reinforcement elements for soil. The article showcases the methodology and results of strength tests conducted on samples of hexagonal geogrids using the wide-width specimen method, as well as stability analysis of a representative road embankment using the afore-mentioned geogrid. The objective of the research was to determine the strength parameters for stability calcu-lations of the embankment. The obtained parameters were compared with the manufacturer’s specifications.
Type of Medium:
Online Resource
ISSN:
2544-1760
,
1644-0633
DOI:
10.22630/ASPA.2023.22.11
Language:
Unknown
Publisher:
Warsaw University of Life Sciences - SGGW Press
Publication Date:
2023
detail.hit.zdb_id:
2912163-2
Permalink