Abstract

Investigating the relationship between water contents and the dynamic response of soil cut slopes under the action of train loading is beneficial to slope safety assessment. The effect of water contents on dynamic response characteristics and the potential failure mechanism of the slope under cyclic loading was investigated using geotechnical model tests and numerical calculations. It was found that a slope with higher water content showed a larger vibration intensity. The main effect of heavy-haul train loading on the slope was always concentrated in the slope foot or the shallow depths. As the propagation distance increased, the far-field vibration was mainly low frequency. Dynamic stress from the train loading was much larger close to the slope foot, and it was prone to forming a localized low-reliability zone with higher water content at an early time. As the water content increased, the development scope of the potential sliding surface tended to extend into the slope, which can lead to slope failure ahead. Also, the shear strain increment caused by two passing trains was more than that by a single passing train, which showed no obvious periodicity with random fluctuations significantly. In addition, a dynamic strength reduction method to calculate the safety factor of the soil slope under train cyclic loading is proposed to evaluate the slope stability better.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon request.

Acknowledgments

This study was supported by the Graduate Research and Innovation Foundation of Chongqing, China, Grant No. CYB21031.

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Go to Natural Hazards Review
Natural Hazards Review
Volume 24Issue 3August 2023

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Received: Dec 19, 2021
Accepted: Mar 24, 2023
Published online: Jun 2, 2023
Published in print: Aug 1, 2023
Discussion open until: Nov 2, 2023

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Professor, School of Civil Engineering, Chongqing Univ., No. 174 Shazheng Rd., Chongqing 400030, China. Email: [email protected]
Ph.D. Student, School of Civil Engineering, Chongqing Univ., No. 174 Shazheng Rd., Chongqing 400030, China (corresponding author). ORCID: https://orcid.org/0000-0002-1385-895X. Email: [email protected]
Ph.D. Student, School of Civil Engineering, Chongqing Univ., No. 174 Shazheng Rd., Chongqing 400030, China. ORCID: https://orcid.org/0000-0001-7454-3962. Email: [email protected]
Ph.D. Student, School of Civil Engineering, Chongqing Univ., No. 174 Shazheng Rd., Chongqing 400030, China. Email: [email protected]
Professor, College of River and Ocean Engineering, Chongqing Jiaotong Univ., No. 66 Xuefu Rd., Chongqing 400074, China. Email: [email protected]
Weichen Sun [email protected]
Ph.D. Student, School of Civil Engineering, Chongqing Univ., No. 174 Shazheng Rd., Chongqing 400030, China. Email: [email protected]
Professor, College of Civil Engineering, Hebei Univ. of Architecture, No. 13 Chaoyang Rd., Zhangjiakou, Hebei 075000, China. Email: [email protected]

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