Fractional-order bounding surface model considering breakage of calcareous sand

WANG Chenggui; SHU Shanzhi; XIAO Yang; LU Dechun; LIU Hanlong

doi:10.11779/CJGE20220229

Volume 45 Issue 6

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Chinese Journal of Geotechnical Engineering > 2023 > 45(6): 1162-1170. > DOI: 10.11779/CJGE20220229

WANG Chenggui, SHU Shanzhi, XIAO Yang, LU Dechun, LIU Hanlong. Fractional-order bounding surface model considering breakage of calcareous sand[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(6): 1162-1170. DOI: 10.11779/CJGE20220229

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Fractional-order bounding surface model considering breakage of calcareous sand

WANG Chenggui^1,,
SHU Shanzhi²,
XIAO Yang^{1, 3, 4, ,},
LU Dechun⁵,
LIU Hanlong^{1, 3, 4}

1.
School of Civil Engineering, Chongqing University, Chongqing 400045, China
2.
Kiewit, 10055 Trainstation Circle, Lone Tree, CO 80124, USA
3.
Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
4.
National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing 400045, China
5.
Key Lab of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

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Received Date: March 03, 2022
Available Online: June 07, 2023

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Abstract

Abstract

The calcareous sand is widely used as the construction materials in marine engineering. Particle breakage will reduce the strength and dilatancy, and increase the compressibility, which affects the security and stability of the constructions. In this study, the influences of breakage on the position and shape of the critical state line are described by introducing the crushing stress. A unified state-dependent fractional plastic flow rule is established based on fractional differential and state-dependent theory. A fractional-order plasticity boundary surface constitutive model considering the particle breakage and state-dependent behavior of the calcareous sand is established under the framework of the boundary surface plasticity and the critical state theory. The model can simulate the drained triaxial test results of the calcareous sand under different initial densities and confining pressures and reflect the state-dependent behavior under the influences of the particle breakage, which verifies the applicability of the proposed model.
- calcareous sand,
- particle breakage,
- state-dependent behavior,
- fractional-order,
- constitutive model

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References

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Fractional-order bounding surface model considering breakage of calcareous sand

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