Theoretical analysis of the mechanical response of a lined canal induced by soil frost heave behavior based on improved foundation beam models
Author:
Funder
China Postdoctoral Science Foundation
Publisher
Elsevier BV
Reference39 articles.
1. Frost Action of Soil and Foundation Engineering;Chen,2006
2. Transfer matrix method for analyzing dynamic response of multi-span elastically supported SFT under moving load;Gao;Appl. Math. Model.,2022
3. Large-scale water development in the United States: TVA and the California state water project;Grigg;Int. J. Water Resour. Dev.,2021
4. Applicability of Timoshenko, Euler-Bernoulli, and rigid beam theories in analysis of laterally loaded monopiles and piles;Gupta;Géotechnique,2018
5. Freeze-thaw cycling impact on the shear behavior of frozen soil-concrete interface;He;Cold Reg. Sci. Technol.,2020
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