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 in | Transportation Geotechnics Vol. 41; p. 101005 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
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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. |
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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 |
Author_xml | – sequence: 1 givenname: Shunhua surname: Zhou fullname: Zhou, Shunhua organization: Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China – sequence: 2 givenname: Yao surname: Shan fullname: Shan, Yao email: shanyao@tongji.edu.cn organization: Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China – sequence: 3 givenname: Zhongyang surname: Wu fullname: Wu, Zhongyang organization: Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China – sequence: 4 givenname: Wei surname: Zhao fullname: Zhao, Wei organization: China Railway First Survey and Design Institute Group Co., Ltd, China – sequence: 5 givenname: Longcai surname: Yang fullname: Yang, Longcai organization: Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China – sequence: 6 givenname: Youwei surname: Lin fullname: Lin, Youwei organization: Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China |
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Keywords | High-speed railway Field test Soft soils Stratum displacement Railway embankment |
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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 |
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