Impact of soil composition on maximum depth of wetting in expansive soils

Q3 Engineering
Ammar Alnmr
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引用次数: 0

Abstract

Abstract Expansive unsaturated soils present challenges in construction due to their moisture-induced behavior. This study proposes empirical equations to estimate the maximum wetting depth over time. Laboratory experiments and numerical analyses using SEEP/W software investigate wetting depth considering time and sand content in coastal and inland regions. Results reveal the significant influence of sand content on maximum soil moisture depth, emphasizing a recommended content above 30% to mitigate heave. The equations offer practical tools for assessing wetting depth, accounting for temporal and spatial variations. This research highlights the importance of wetting depth in addressing soil-related concerns and provides a foundation for further exploration of related factors.
土壤成分对膨胀土最大湿润深度的影响
膨胀非饱和土因其水致特性给施工带来了挑战。本研究提出经验方程来估计最大润湿深度随时间的变化。利用SEEP/W软件进行室内实验和数值分析,研究了考虑时间和含沙量的沿海和内陆地区的润湿深度。结果表明,砂含量对最大土壤水分深度有显著影响,强调建议砂含量大于30%以减轻隆起。这些方程为评估润湿深度、解释时间和空间变化提供了实用工具。本研究突出了润湿深度在解决土壤相关问题中的重要性,为进一步探索相关因素提供了基础。
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来源期刊
Pollack Periodica
Pollack Periodica Engineering-Civil and Structural Engineering
CiteScore
1.50
自引率
0.00%
发文量
82
期刊介绍: Pollack Periodica is an interdisciplinary, peer-reviewed journal that provides an international forum for the presentation, discussion and dissemination of the latest advances and developments in engineering and informatics. Pollack Periodica invites papers reporting new research and applications from a wide range of discipline, including civil, mechanical, electrical, environmental, earthquake, material and information engineering. The journal aims at reaching a wider audience, not only researchers, but also those likely to be most affected by research results, for example designers, fabricators, specialists, developers, computer scientists managers in academic, governmental and industrial communities.
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