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Time-History Dynamic Characteristics of Reinforced Soil-Retaining Walls

Lianhua Ma1, Min Huang1, Linfeng Han2,*

1 Department of Building and Environmental Safety, Chongqing Vocational Institute of Safety & Technology, Chongqing, 404120, China
2 National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing, 400074, China

* Corresponding Author: Linfeng Han. Email: email

Structural Durability & Health Monitoring 2024, 18(6), 853-869. https://doi.org/10.32604/sdhm.2024.051374

Abstract

Given the complexities of reinforced soil materials’ constitutive relationships, this paper compares reinforced soil composite materials to a sliding structure between steel bars and soil and proposes a reinforced soil constitutive model that takes this sliding into account. A finite element dynamic time history calculation software for composite response analysis was created using the Fortran programming language, and time history analysis was performed on reinforced soil retaining walls and gravity retaining walls. The vibration time histories of reinforced soil retaining walls and gravity retaining walls were computed, and the dynamic reactions of the two types of retaining walls to vibration were compared and studied. The dynamic performance of reinforced earth retaining walls was evaluated.

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APA Style
Ma, L., Huang, M., Han, L. (2024). Time-history dynamic characteristics of reinforced soil-retaining walls. Structural Durability & Health Monitoring, 18(6), 853-869. https://doi.org/10.32604/sdhm.2024.051374
Vancouver Style
Ma L, Huang M, Han L. Time-history dynamic characteristics of reinforced soil-retaining walls. Structural Durability Health Monit . 2024;18(6):853-869 https://doi.org/10.32604/sdhm.2024.051374
IEEE Style
L. Ma, M. Huang, and L. Han "Time-History Dynamic Characteristics of Reinforced Soil-Retaining Walls," Structural Durability Health Monit. , vol. 18, no. 6, pp. 853-869. 2024. https://doi.org/10.32604/sdhm.2024.051374



cc Copyright © 2024 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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