Abstract
In order to find out the engineering properties of African shell soil and propose its rational use in highway construction, based on a planned highway project in Senegal, an experimental study was carried out to analyze the particle composition, physical properties, chemical properties, engineering properties, mechanical properties, and salinability of shell soil along the route. According to the method in French standards, the soil quality was classified, and the application proposal for subgrade filling was given. The results show that the shell soil is composed of coarse particles with a particle size of 1–40 mm, shell and sand mixture with a particle size of 0.5–1 mm, and sand with a particle size of less than 0.5 mm, with a mass percentage of 14%, 5%, and 81%, respectively. It has a certain engineering grading and can be classified as granular materials. Coarse-grained components and mixtures of shell and sand in shell soil are hard and have high mechanical strength, and the California bearing ratio (RCBR) is much higher than that of sand. The plastic index of sand in shell soil is only 4, and the plasticity is low; the main chemical components are quartz and a small amount of stone salt, indicating a certain saline-alkali property. The total salt content of shell soil is 0.73%, which can be judged as chlorine saline soil, and the salinization degree is medium saline soil. According to the classification method of soil quality in French standards, the shell soil in Senegal can be classified as A1ts, which can be used as the subgrade filling material of the planned highway after taking corresponding measures.
Publication Date
1-18-2024
DOI
10.14048/j.issn.1671-2579.2022.06.039
First Page
206
Last Page
209
Submission Date
May 2025
Recommended Citation
Xingye, ZHOU; Hao, TANG; Haiyan, LIU; Qian, XIAO; and Lingyan, SHAN
(2024)
"Engineering Properties and Application Proposals of African Shell Soil,"
Journal of China & Foreign Highway: Vol. 42:
Iss.
6, Article 39.
DOI: 10.14048/j.issn.1671-2579.2022.06.039
Available at:
https://zwgl1980.csust.edu.cn/journal/vol42/iss6/39
Reference
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