Experimental Study on Microstructure and Hydraulic Performance of Bentonite Modified Loess
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0868-4.pdf
Reference46 articles.
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2. ASTM D5084-16a (2016) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter, ASTM International, West Conshohocken, PA, DOI: https://doi.org/10.1520/D5084-16A
3. Chen HE, Jiang YL, Niu CC, Leng GJ, Tian GL (2019) Dynamic characteristics of saturated loess under different confining pressures: A microscopic analysis. Bulletin of Engineering Geology and the Environment 78(2):931–944, DOI: https://doi.org/10.1007/s10064-017-1101-9
4. Chen WW, Jia QQ, Liu P, Tong YM (2021) Determining the unsaturated hydraulic conductivity of remoulded loess with filter paper method and soil column seepage test. Environmental Earth Sciences 80(24):808, DOI: https://doi.org/10.1007/s12665-021-10100-2
5. Cheng G, Zhu HH, Wen YN, Shi B, Gao L (2020) Experimental investigation of consolidation properties of nano-bentonite mixed clayey soil. Sustainability 12(2):459, DOI: https://doi.org/10.3390/su12020459
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