Research on the deformation and damage process of crushed-rock highway embankment in permafrost areas

Author:

Zhao Runmin,Wang Shuangjie,Huang Xiaoming,Ma Tao,Chen Jianbing,Luo Haoyuan

Funder

NATIONAL KEY R&D PROGRAM OF CHINA

Publisher

Springer Science and Business Media LLC

Reference47 articles.

1. Cheng G, He P (2001) Linearity engineering in permafrost areas. J Glaciol Geocryol 03:213–217

2. Zhao S (2018) Study on temperature characteristics and protection measures of permafrost subgrade in G214 national highway, Beijing Jiaotong University

3. Wang S, Chen J, Zhang J, Li Z (2009) Progress of highway construction technology in permafrost region of Qinghai-Tibet plateau. Sci Sin 01:8–15

4. Zhu Z, He Z, Luo F, Luo B, Tang C, Zou Z, Guo Z, Xiao W, Jiang X, Li L (2023) Evaluating the performance of a novel ventilated embankment structure in warm permafrost regions by numerical simulation. Cold Reg Sci Technol 209:103805. https://doi.org/10.1016/j.coldregions.2023.103805

5. Qian J, Yu Q, Guo L, Hu J (2013) Experimental study on convection characteristics of crushed-rock layer. Can Geotech J 50(8):834–840. https://doi.org/10.1139/cgj-2011-0201

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