Experimental and numerical interpretation on composite foundation consisting of soil-cement column within warm and ice-rich frozen soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-023-8244-x.pdf
Reference39 articles.
1. Anderland OB, Ladanyi B (2004) Frozen Ground Engineering. John Wiley and Sons. Inc., Hoboken, New Jersey.
2. Chen L, Yu WB, Yi X, et al. (2018) Numerical simulation of heat transfer of the crushed-rock interlayer embankment of Qinghai-Tibet Railway affected by aeolian sand clogging and climate change. Cold Reg Sci Technol 155: 1–10. https://doi.org/10.1016/j.coldregions.2018.07.009
3. Chen WF, Mizuno E (1990) Nonlinear Analysis in Soil Mechanics: Theory and Implementation. Elsevier.
4. Cheng GD (2005) A roadbed cooling approach for the construction of Qinghai-Tibet Railway. Cold Reg Sci Technol 42(2): 169–176. https://doi.org/10.1016/j.coldregions.2005.01.002
5. Cheng J, Zhao XQ, Jin L (2019) Field test study on lime pile to treat foundation in island-shaped frozen soil. J Railway Eng Soc 1(Ser. 244): 17–21.
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