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Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models
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.
Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models
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.
Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models
Ren, Fei-fan (author) / Hao, Qiang (author) / Wang, Guan (author)
2019
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Finite Element Modeling of a Field-Scale Shored Mechanically Stabilized Earth Wall
British Library Conference Proceedings | 2010
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