Affiliation:
1. School of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China
Abstract
Due to the high degree of weathering, the red clay slope has low anti-disintegration performance, and the clay easily becomes wet and disintegrates after soaking in water. It causes geological problems such as slope collapse caused by soil softening. To study the disintegration characteristics of modified red clay, the disintegration test of red clay modified by using lignin fiber, clay particles and lime was carried out, analyzing the disintegration characteristics of improved red clay from physical and chemical perspectives and analyzing the improvement mechanism of three modifiers with the scanning electron microscopy test. The analysis results show that the water-holding capacity and disintegration resistance of soil mixed with lignin fiber decrease; the disintegration time of reshaped red clay increases with the increase in clay content; and the average disintegration rate of the soil decreases with the increase in clay content. With the increase in lime content, the soil cement increases. The integrity of the soil is enhanced, and its anti-disintegration ability is improved; the saturated moisture content of reshaped red clay increases with the increase in lignin fiber and clay content, while the saturated moisture content of soil decreases with the increase in lime content. The damage analysis shows that the larger the damage factor of soil, the worse its anti-disintegration ability, and the easier the soil disintegrates. The purpose of this paper is to explore the essence of the soil disintegration phenomenon, and on this basis, using high-quality improved materials, to improve the soil, which easily disintegrates. This move aims to significantly enhance the anti-disintegration ability of the soil, thereby improving its resistance to softening and disintegration, thereby effectively improving and maintaining the ecological environment. At the same time, the improved soil will help to improve the utilization rate of the slope and foundation soil, thereby reducing the economic cost of maintenance engineering. Against the current background of sustainable economic, social, and ecological development, it is of great strategic significance to ensure the sustainable availability of land resources in specific areas and maintain their productivity and ecological stability for a long time. The research into this subject not only helps to deepen the understanding of soil disintegration, but also provides strong technical support for the rational utilization of land resources and the protection of the ecological environment.
Funder
the National Natural Science Foundation of China
Reference49 articles.
1. Water Retention and Strength Properties of Red Clay Containing Cracks;Zhang;Sci. Technol. Eng.,2023
2. Analysis of the Mineral Compositions of Lateritic Clay in Guangxi and their Influence;Yang;Adv. Mater. Sci. Eng.,2022
3. Determination of collapse and consolidation behavior of cohesionless soils;Ilyas;Bull. Eng. Geol. Environ.,2022
4. Effects of rainwater softening on red mudstone of deep-seated landslide, Southwest China;Zhang;Eng. Geol.,2016
5. Study on rock mechanics response and permeability characteristics of crack grouting under hydraulic-mechanics coupling;Fu;GOLD,2023