Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays-Reference-Cited by-同舟云学术

Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lei Huayang¹^ORCID,Wang Lei²,Feng Shuangxi³,Zhang Weidi²,Bo Yu²,Tu Cike⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin, China; Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., No. 135, Yaguan Rd., Jinnan District, Tianjin 300350, China (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China.

3. Postdoctoral Fellow, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China.

4. Graduate Student, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300350, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8599

Reference47 articles.

1. Freeze–Thaw Impact on Sandy Clay in Artificial Frozen Walls: An Investigation of Shear Strength and Pore-Size Distribution

2. Andersland, O. B., and B. Ladanyi. 2013. An introduction to frozen ground engineering. Berlin: Springer Science & Business Media.

3. Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples

4. Mathematical descriptions for the behaviour of ice-rich frozen soils at temperatures close to 0 °C

5. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.