Evaluation on deformation behavior of subgrade clay under freeze-thaw cycles: Laboratory tests and evolution model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5320-x.pdf
Reference44 articles.
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2. ZHENG Hai-zhong, YAN Wu-jian. Study on dynamic response and permanent deformation of the pier and its surrounding sites induced by high-speed train loads in seasonally frozen regions [J]. Construction and Building Materials, 2022, 331: 127264. DOI: https://doi.org/10.1016/j.conbuildmat.2022.127264.
3. BANERJEE A, PUPPALA A J, CONGRESS S S C, et al. Variation of resilient modulus of subgrade soils over a wide range of suction states [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(9): 04020096. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002332.
4. SANGSEFIDI E, LARKIN T, WILSON D J. The effect of weathering on the engineering properties of laboratory compacted unbound granular materials (UGMs) [J]. Construction and Building Materials, 2021, 276(1): 122242. DOI: https://doi.org/10.1016/j.conbuildmat.2021.122242.
5. LI Cheng, ASHLOCK J C, WHITE D J, et al. Mechanistic-based comparisons of stabilised base and granular surface layers of low-volume roads [J]. International Journal of Pavement Engineering, 2019, 20(1): 112–124. DOI: https://doi.org/10.1080/10298436.2017.1321417.
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