Characteristics of matric suction in unequal sized quartz silt during horizontal freezing-Reference-Cited by-同舟云学术

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Characteristics of matric suction in unequal sized quartz silt during horizontal freezing

Published:2022-07-22 Issue:8 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Tang Tianxiao,Shen Yupeng^ORCID,Chen Mo,Liu Xin,Liu Yue,Guo Jingfu

Funder

National Natural Science Foundation of China

State Key Laboratory of Frozen Soils Engineering

National Key Basic Research Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-02813-w.pdf

Reference36 articles.

1. Amiri A, Craig R, Kurylyk L (2018) A theoretical extension of the soil freezing curve paradigm. Adv Water Resour 111:319–328. https://doi.org/10.1016/j.advwatres.2017.11.021

2. Anandarajah A, Amarasinghe M (2012) Microstructural investigation of soil suction and hysteresis of fine-grained soils. J Geotech Geoenviron Eng 138(1):38–46. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000555

3. Carlos J, Bachmann J, Marmur A (2010) Direct determination of contact angles of model soils in comparison with wettability characterization by capillary rise. J Hydrol 382(1–4):10–19. https://doi.org/10.1016/j.jhydrol.2009.12.014

4. Chou YL, Wang LJ (2021) Soil-water characteristic curve and permeability coefficient prediction model for unsaturated loess considering freeze–thaw and dry-wet. Soils Rocks 44(1):1–11. https://doi.org/10.28927/SR.2021.058320

5. Dang FN, Liu HW, Wang XB et al (2015) Empirical formulas of permeability of clay based on effective pore ratio. J Rock Mech Eng 34(9):1909–1917 (In Chinese). https://doi.org/10.13722/j.cnki.jrme.2014.1583

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