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NHESS | Articles | Volume 20, issue 10
Nat. Hazards Earth Syst. Sci., 20, 2843–2856, 2020
https://doi.org/10.5194/nhess-20-2843-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
Nat. Hazards Earth Syst. Sci., 20, 2843–2856, 2020
https://doi.org/10.5194/nhess-20-2843-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.

Research article 28 Oct 2020

Research article | 28 Oct 2020

Shear rate effect on the residual strength characteristics of saturated loess in naturally drained ring shear tests

Baoqin Lian et al.

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Cited articles

Ajmera, B., Tiwari, B., and Shrestha, D.: Effect of mineral composition and shearing rates on the undrained shear strength of expansive clays, in: GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, Proceedings of GeoCongress 2012, Oakland, CA, USA, 25–29 March 2012, 1185–1194, 2012. 
ASTM: ASTM D422-63: Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, PA, USA, 2007. 
Bhat, D. R.: Effect of shearing rate on residual strength of kaolin clay, PhD thesis, Graduate school of Science and Engineering, Ehime University, Japan, 2013. 
Bishop, A. W., Green, G. E., Garga, V. K., Andresen, A., and Brown, J. D.: A new ring shear apparatus and its application to the measurement of residual strength, Geotechnique, 21, 273–328, 1971. 
Bromhead, E.: The stability of slopes, blackie academic and professional, CRC Press, London, UK, 1992. 
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