Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models
- Авторы: Ren F.1,2, Hao Q.2, Wang G.3
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Учреждения:
- Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education
- Department of Geotechnical Engineering, Tongji University
- School of Environment and Architecture, University of Shanghai for Science and Technology
- Выпуск: Том 56, № 5 (2019)
- Страницы: 302-308
- Раздел: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244255
- DOI: https://doi.org/10.1007/s11204-019-09606-6
- ID: 244255
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Аннотация
A reduced-scale shored mechanically stabilized earth (SMSE) wall test was employed to validate a proposed numerical model through comparing the top surface settlement, reinforcement strain, and horizontal earth pressure. On this basis, according to the model ratio, a full-scale model is established for comparison with the reduced-scale model. It was found that the anchor connection with reinforcements can obviously strengthen the stability of the walls. Due to the different influencing factors in the reduced-scale and full-scale models, there are obvious differences in the regularities of distribution of horizontal displacement, vertical earth pressure, horizontal earth pressure, and reinforcement strain between the reduced-scale and full-scale models.
Об авторах
Fei-fan Ren
Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education; Department of Geotechnical Engineering, Tongji University
Автор, ответственный за переписку.
Email: feifan_ren@tongji.edu.cn
Китай, Shanghai; Shanghai
Qiang Hao
Department of Geotechnical Engineering, Tongji University
Email: feifan_ren@tongji.edu.cn
Китай, Shanghai
Guan Wang
School of Environment and Architecture, University of Shanghai for Science and Technology
Email: feifan_ren@tongji.edu.cn
Китай, Shanghai
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