Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study

The excessive displacement of an existing high-speed railway foundation due to the adjacent construction of a railway composite foundation significantly threatens the railway operation safety. In the typical soft soil region of Southeast China, a series of in-situ tests are carried out in this paper...

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Published inTransportation Geotechnics Vol. 41; p. 101005
Main Authors Zhou, Shunhua, Shan, Yao, Wu, Zhongyang, Zhao, Wei, Yang, Longcai, Lin, Youwei
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.07.2023
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Abstract The excessive displacement of an existing high-speed railway foundation due to the adjacent construction of a railway composite foundation significantly threatens the railway operation safety. In the typical soft soil region of Southeast China, a series of in-situ tests are carried out in this paper to investigate the layered settlement of newly constructed embankment and lateral displacement of an existing high-speed railway foundation induced by the new embankment. A two-dimensional (2D) finite element (FE) model is built to investigate the displacement of stratums and the modified Cam-clay (MCC) model is adopted to pursue the mechanical properties of the silt. Combining the genetic algorithm (GA), a back analysis framework was developed to determine the optimized input parameters of MCC model for silt layer. The results indicate that the displacement of the existing high-speed railway foundation induced by the adjacent construction of a railway embankment decreases with depth and horizontal distance from the newly constructed embankment toe. A hysteresis phenomenon is found in the foundation settlement data during the loading procedure of the embankment. Moreover, the optimized parameters for silt layer (i.e., λ = 0.361, M = 0.828, e0 = 1.347 and k = 0.826 × 10-8m/s) have the potential for the engineer application in the soft soil region.
AbstractList The excessive displacement of an existing high-speed railway foundation due to the adjacent construction of a railway composite foundation significantly threatens the railway operation safety. In the typical soft soil region of Southeast China, a series of in-situ tests are carried out in this paper to investigate the layered settlement of newly constructed embankment and lateral displacement of an existing high-speed railway foundation induced by the new embankment. A two-dimensional (2D) finite element (FE) model is built to investigate the displacement of stratums and the modified Cam-clay (MCC) model is adopted to pursue the mechanical properties of the silt. Combining the genetic algorithm (GA), a back analysis framework was developed to determine the optimized input parameters of MCC model for silt layer. The results indicate that the displacement of the existing high-speed railway foundation induced by the adjacent construction of a railway embankment decreases with depth and horizontal distance from the newly constructed embankment toe. A hysteresis phenomenon is found in the foundation settlement data during the loading procedure of the embankment. Moreover, the optimized parameters for silt layer (i.e., λ = 0.361, M = 0.828, e0 = 1.347 and k = 0.826 × 10-8m/s) have the potential for the engineer application in the soft soil region.
ArticleNumber 101005
Author Zhao, Wei
Lin, Youwei
Zhou, Shunhua
Yang, Longcai
Wu, Zhongyang
Shan, Yao
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Keywords High-speed railway
Field test
Soft soils
Stratum displacement
Railway embankment
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Snippet The excessive displacement of an existing high-speed railway foundation due to the adjacent construction of a railway composite foundation significantly...
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elsevier
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Publisher
StartPage 101005
SubjectTerms Field test
High-speed railway
Railway embankment
Soft soils
Stratum displacement
Title Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study
URI https://dx.doi.org/10.1016/j.trgeo.2023.101005
Volume 41
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