Optical fiber monitoring of a reinforced fill structure built with stabilized ground

This paper presents the results of the in-situ monitoring of a reinforced fill structure built with stabilized ground and reinforced with PVA-strips. The reinforced fill structure is built as an access road for a bridge above the Belgian highway E40 near the city of Ghent. Optical fibers are used to measure the deformations of the geosynthetic strips during the construction and after the completion of the works. The deformations of the geostrips are measured in the highest elevation section of the reinforced fill structure (6.6m high). For the construction of reinforced fill structures, most of the design guidelines always require the use of sand and gravel. Considering the growing deficit of natural aggregates, the transportation costs and the CO2 emission reduction, the use of locally available ground from the earthworks is more and more considered as a sustainable and profitable alternative to build such kind of structures.

Publication Details

Journal
Springer Link (Chiba Institute of Technology)
Published
2025-11-14
DOI
https://doi.org/10.1051/e3sconf/202566204001/pdf
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
0.00
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article

Optical fiber monitoring of a reinforced fill structure built with stabilized ground

Springer Link (Chiba Institute of Technology)
Geotechnical Engineering and Soil Stabilization
article

Optical fiber monitoring of a reinforced fill structure built with stabilized ground

article en

Abstract

This paper presents the results of the in-situ monitoring of a reinforced fill structure built with stabilized ground and reinforced with PVA-strips. The reinforced fill structure is built as an access road for a bridge above the Belgian highway E40 near the city of Ghent. Optical fibers are used to measure the deformations of the geosynthetic strips during the construction and after the completion of the works. The deformations of the geostrips are measured in the highest elevation section of the reinforced fill structure (6.6m high). For the construction of reinforced fill structures, most of the design guidelines always require the use of sand and gravel. Considering the growing deficit of natural aggregates, the transportation costs and the CO2 emission reduction, the use of locally available ground from the earthworks is more and more considered as a sustainable and profitable alternative to build such kind of structures.

Springer Link (Chiba Institute of Technology)
Openalex Percentile: Top 46%
Geotechnical Engineering and Soil Stabilization
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