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Meccanica
Erschienen in: Meccanica 9/2022

01.09.2022

Dynamic constitutive model for unsaturated frozen soil considering the influence of matrix suction

verfasst von: Hui Qiao, Zhiwu Zhu, Bin Li

Erschienen in: Meccanica | Ausgabe 9/2022

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Abstract

Uniaxial impact tests were conducted on frozen soil samples with different moisture contents and loading strain rates, using a split Hopkinson pressure bar to obtain the dynamic stress–strain curves of frozen soil. The failure process of ice-cement in frozen soil under impact load, the hardening effect of sealing gas in unfrozen water on frozen soil, and their influences on the elastic, strengthening, and softening sections of frozen soil are discussed herein. A rate-dependent yield surface constitutive model based on plastic flow criterion was established for unsaturated frozen soil under uniaxial impact loading, where damage was modeled by Weibull distribution. Matrix suction was incorporated into the constitutive model to describe the influence of gas on the unsaturated frozen soil. The analysis shows that, with the increase matrix suction value, the influence of matrix suction on soil compressibility decreases gradually. The proposed constitutive model is compared with the experimental results and a good agreement is observed.
Vorheriger Artikel Electroelastic constitutive model for dielectric semilinear hyperelastic solids with application to radial deformation of a rotating tube
Nächster Artikel Kinetostatic analysis for compliant legged robots with ground contact forces evaluation

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Metadaten
Titel
Dynamic constitutive model for unsaturated frozen soil considering the influence of matrix suction
verfasst von
Hui Qiao
Zhiwu Zhu
Bin Li
Publikationsdatum
01.09.2022
Verlag
Springer Netherlands
Erschienen in
Meccanica / Ausgabe 9/2022
Print ISSN: 0025-6455
Elektronische ISSN: 1572-9648
DOI
https://doi.org/10.1007/s11012-022-01584-8

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