A study of uniaxial compressive strength degradation model of soil-rock mixtures under freeze-thaw deterioration based on equivalent model characteristics of conductive paths

Tian, Guanglin; Deng, Hongwei; Zhao, Bokun; Liu, Taoying; Jiang, Zhen; Yu, Songtao

doi:10.1016/j.conbuildmat.2024.136975

Construction and Building Materials

2024

DOI: 10.1016/j.conbuildmat.2024.136975

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A study of uniaxial compressive strength degradation model of soil-rock mixtures under freeze-thaw deterioration based on equivalent model characteristics of conductive paths

Guanglin Tian,

Hongwei Deng,

Bokun Zhao

et al.

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A macro-micro coupled theoretical model by considering the rotation displacement of rock blocks for predicting the shear strength of soil-rock mixture

Feng,

Chen,

Liang

2024

Construction and Building Materials

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A macro-micro coupled theoretical model by considering the rotation displacement of rock blocks for predicting the shear strength of soil-rock mixture

Feng,

Chen,

Liang

2024

Construction and Building Materials

View full text Add to dashboard Cite

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A study of uniaxial compressive strength degradation model of soil-rock mixtures under freeze-thaw deterioration based on equivalent model characteristics of conductive paths

Cited by 1 publication

References 42 publications

A macro-micro coupled theoretical model by considering the rotation displacement of rock blocks for predicting the shear strength of soil-rock mixture

A macro-micro coupled theoretical model by considering the rotation displacement of rock blocks for predicting the shear strength of soil-rock mixture

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