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Shear Resistance of Siltous Sands Improved with Bridelia Tannins

Geomaterials 2024年第1期14卷 1-11页

作者： Sinko Banakinao Soviwadan Drovou Komlan Lolo kodjo attipou Department of Civil Engineering Polytechnic School of Lomé University of Lomé Lomé Togo Laboratory of Structure and Mechanic of Materials (LaS2M) University of Lomé Lomé Togo

The ruin of several civil engineering works occurs due to shear rupture of the ground. When the stress is greater than the shear resistance, the internal friction angle and the cohesion of the soil loosen and rupture occurs. Cement and lime are often used to stabilize soils and improve soil strength. The costs and environmental problems of these technologies raise concerns and challenge researchers to innovate with clean, inexpensive materials, accessible to the most disadvantaged social classes. The question that this study seeks to answer is whether the binders derived from plant tannins, which also stabilize soils, improve the shear resistance of these soils. To do this, we determined for silty sand the shear parameters, notably the cohesion and the angle of internal friction in the non-stabilized state and when they are stabilized with the powder of the bark of the Bridelia under different water states. The results show that the addition of Bridelia powder to silty sand increases the cohesion of the soil by nearly 70.71% and the friction angle by 4.31%. But in unfavourable water conditions, the cohesion and internal friction angle of the silty sand material improved with Bridelia bark powder drops drastically by nearly 81.56%. but does not dissolve completely as for the same material. When it is not stabilized. This information is an invaluable contribution in the search for solutions to increase the durability of earthen constructions by improving the water-repellent properties of soils.

关键词： Silty Sand Bridelia Tannins Shear Resistance Cohesion Angle of Friction

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The Technique of the Tri-Layer Coating: An Effective Solution for the Protection of Earthen Constructions

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Open Journal of Civil Engineering 2023年第4期13卷 706-722页

作者： Sinko Banakinao Soviwadan Drovou Komlan Lolo kodjo attipou Department of Civil Engineering Polytechnic School of Lomé (EPL/UL) University of Lomé Lomé Togo Laboratory of Structures and Mechanics of Materials (LaS2M) University of Lomé Lomé Togo Department of Mechanical Engineering Polytechnic School of Lomé (EPL/UL) University of Lomé Lomé Togo

The problem with earth constructions is their low resistance to water. Step by step, the water degrades the exterior facings of the structures and ends up creating zones of weakness through the structures, making them collapse and creating enormous socio-economic problems, especially in rural areas. The solutions proposed to date, like the use of straw, cow dung, boiled skins, banana leaves, tar, cement soil, have shown their limits. Generally, the poor adhesion between the protected material and the protective layer means that the latter always ends up peeling off. This work, which is inspired by the traditional practice where plant tannins are used to brush the earthen walls to waterproof them, proposes a tri-layer coating composed of soil, powder and hydrolysable tannins extracted from the stem bark of Bridelia. This work focuses on the geotechnical characterization of the soil, the extraction of hydrolysable tannin, the manufacture of the micro-coating, the resistance tests carried out on the micro-coating, the technique of implementation and the test of evaluation of the performance of the tri-layer coating. The results obtained show that not only does the tri-layer coating adhere perfectly to the layer to protect, but it also waterproofs it and protects it against shocks.

关键词： Tri-Layer Tannin Coating Soil Earthen Constructions

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