Properties of a Sand and Bentonite Mixture as a Material for Spot Seals of Low Flood Embankments in the Area of Żuławy Elbląskie

The paper presents the test results of a bentonite and sand mixture as a mineral material used for spot seals of low flood embankments in the area of Żuławy Elbląskie. The test results showed very good properties of the mixture, i.e., good compaction, a low filtration coefficient, and significantly higher shear strength compared to the construction material of the flood embankment in Nowe Dolne. The obtained water permeability values of 10-8 m/s are characteristic of very low permeable soils. The strength parameters of the mixture are φ = 34.8o and cohesion c = 72.69 kPa. It should also be noted that the shear strength of the B/Sa mixture is significantly higher compared to the shear strength of the construction material of the flood embankment in Nowe Dolno.

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Publication Details

Journal
Rocznik Ochrona Środowiska
Published
2024-09-12
DOI
https://doi.org/10.54740/ros.2024.037
Primary Topic
Grouting, Rheology, and Soil Mechanics
Type
article
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article

Properties of a Sand and Bentonite Mixture as a Material for Spot Seals of Low Flood Embankments in the Area of Żuławy Elbląskie

Andrzej Olchawa, Bartłomiej Brzeziński, Szymon Czyżykowski, Marianna Wierzbicka
Rocznik Ochrona Środowiska
Grouting, Rheology, and Soil Mechanics
article

Properties of a Sand and Bentonite Mixture as a Material for Spot Seals of Low Flood Embankments in the Area of Żuławy Elbląskie

Andrzej Olchawa, Bartłomiej Brzeziński, Szymon Czyżykowski, Marianna Wierzbicka
article en

Abstract

The paper presents the test results of a bentonite and sand mixture as a mineral material used for spot seals of low flood embankments in the area of Żuławy Elbląskie. The test results showed very good properties of the mixture, i.e., good compaction, a low filtration coefficient, and significantly higher shear strength compared to the construction material of the flood embankment in Nowe Dolne. The obtained water permeability values of 10-8 m/s are characteristic of very low permeable soils. The strength parameters of the mixture are φ = 34.8o and cohesion c = 72.69 kPa. It should also be noted that the shear strength of the B/Sa mixture is significantly higher compared to the shear strength of the construction material of the flood embankment in Nowe Dolno.

Rocznik Ochrona ŚrodowiskaVol. 26
State University of Applied Sciences in Elbląg (PL)
Openalex Percentile: Top 82%
Grouting, Rheology, and Soil Mechanics
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