Shear Modulus of Weathered Red Sandstone Coarse-Grained Soil under Drying–Wetting Cycles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02607-1.pdf
Reference23 articles.
1. Chang D, Liu JK, Li X (2015) Normalized stress–strain behavior of silty sand under freeze-thaw cycles. Rock Soil Mech. https://doi.org/10.16285/j.rsm.2015.12.021. (in Chinese)
2. Chen XB, Zhang JS, An GF (2007) Test study of red stone granular soil’s rheological property in road embankment engineering. J Cent South Univ. https://doi.org/10.4018/978-1-59140-426-2.ch002. (in Chinese)
3. Chen J, Qian X, Xu Y, et al (2012) Triaxial shear tests of dredger fill sludge in Dayaowan area of Dalian. J Jilin Univ. https://doi.org/10.13278/j.cnki.jjuese.2012.s3.023 (in Chinese)
4. Duncan JM, Chang CY, Foundations DA (1970) Nonlinear analysis of stress and strain in soils. J Soil Mech 96(5):1629–1653
5. Eren M, Kadir S, Kapur S et al (2015) Colour origin of Tortonian red mudstones within the Mersin area, southern Turkey. Sediment Geol 318:10–19. https://doi.org/10.1016/j.sedgeo.2014.12.003
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