Model Test and Theoretical Analysis of New and Old Embankments Differential Settlement Considering Lateral Deformation

In the embankment widening project, the new embankment will produce large deformation due to the low degree of consolidation, which will affect the stability of the embankment. Obtaining the settlement law of embankment is the premise to ensure the stability of the embankment. In this paper, the def...

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Bibliographic Details
Published in:Geotechnical and geological engineering 2021-12, Vol.39 (8), p.5743-5751
Main Authors: Lv, Gao-hang, Cui, Wei, Wang, Shu-jian
Format: Article
Language:English
Subjects:
Bearing capacity
Civil Engineering
Deformation
Differential settlement
Earth and Environmental Science
Earth Sciences
Embankment stability
Embankments
Feasibility studies
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Model testing
Original Paper
Site planning
Stability
Terrestrial Pollution
Theoretical analysis
Ultimate loads
Waste Management/Waste Technology
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Summary:In the embankment widening project, the new embankment will produce large deformation due to the low degree of consolidation, which will affect the stability of the embankment. Obtaining the settlement law of embankment is the premise to ensure the stability of the embankment. In this paper, the deformation law of the new embankment is studied through the embankment model test, and the settlement calculation method of the new embankment is proposed. The model test results show that the new and old embankments have a large settlement difference during the loading process, and the maximum settlement of the new embankment is twice that of the old embankment. The lateral deformation of the new embankment is directly proportional to the vertical deformation, sliding occurs under the ultimate load, and the bearing capacity is lost. Based on the one-dimensional calculation method, the lateral deformation coefficient is introduced, and the two-dimensional embankment settlement formula is obtained. The new embankment is meshed, and the deformation of each node is calculated by the formula, and the difference between the settlement and the model test data is 6.2%, which proves the feasibility and accuracy of the calculation method.
ISSN:0960-3182
1573-1529
DOI:10.1007/s10706-021-01862-4