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Effect of Sample Size, Dry Unit Weight, and Hysteresis of Expansive Soil on SWCC and Finite Slope Stability

IF 2.3 Q2 ENGINEERING, GEOLOGICAL
International Journal of Geosynthetics and Ground Engineering Pub Date : 2024-03-11 DOI:10.1007/s40891-024-00531-9
A. Raghuram, Pawan Singh Negi, B. M. Basha, A. Moghal
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膨胀土的样本大小、干单位重量和滞后对 SWCC 和有限边坡稳定性的影响
本文章由计算机程序翻译，如有差异，请以英文原文为准。
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来源期刊
International Journal of Geosynthetics and Ground Engineering
International Journal of Geosynthetics and Ground Engineering ENGINEERING, GEOLOGICAL-
CiteScore
4.20
自引率
17.20%
发文量
68
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