Flume Tests on Fine Soil Reinforced with Geosynthetics: Walls of the Salt Pans (Aveiro Lagoon, Portugal)

• Type: Article in International Scientific Journal
• Date: 2015

Authors

M. Pinho Lopes (Author) Other; D. M. Carlos (Author) FEUP; M. L. Lopes (Author) FEUP

Journal

Title: International Journal of Geosynthetics and Ground Engineering

Vol. 1 No. 2

Pages: 1-11

ISSN: 2199-9260

Publisher: Springer Nature

Indexing

Scopus - 0 Citations

Scientific classification

FOS: Engineering and technology

CORDIS: Technological sciences

Associated Projects

ValorSoil - ValorSoil - Utilização de solos "pobres" na execução de estruturas reforçadas com geossintéticos. Estudo experimental do comportamento

Other information

Authenticus ID: P-00R-R0D

DOI: 10.1007/s40891-015-0014-6

Abstract (EN): This paper presents exploratory work on the use of eosynthetics for reinforcing fine soils, particularly for applications in the Aveiro lagoon, Portugal. The behaviour of local fine soil reinforced with geosynthetics under hydraulic actions was studied using flume tests. The case study was a typical cross section of the walls of the salt pans of the Aveiro lagoon. A preliminary design of a structure was done, for different reinforcements (geogrid, geocomposite, association of geogrid and geotextile). Local soil was collected and characterised using laboratory tests. The flume tests included performing permeability, erosion and overtopping tests, for actions typical of the lagoon environment. The models reinforced with geogrid GGR exhibited the highest global permeability, due to the difficulty of soil lumps to penetrate the geogrid openings. Although this type of reinforcement provides low resistance to erosion, promoting vegetation growth or including other elements can reduce surface erosion. The other reinforcements (sheets) enabled containing the soil. Nonuniformity of the soil compaction caused local differences of permeability. Thus, ensuring uniform compaction on site is necessary; however it can be challenging, particularly for fine soils. The results indicate that seepage is likely to induce some clogging of the reinforcements. The reinforced soil models tested exhibited higher permeability and lower resistance to erosion and overtopping than the traditional solution (soil matrix with vegetation). The results indicate that a possible alternative solution for the walls could use fibre reinforcement. Further work is necessary to ensure adequate (low) permeability of new solutions for these walls.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 11