Strain characteristics of reinforced soft clay around tunnel under metro loads

Author:

Lin Zhongcai,Yan Chunling,Sang Biaowei,Tang Yiqun

Abstract

AbstractThis study investigates the Strain characteristics of reinforced soft clay surrounding a tunnel subjected to cyclic loading, employing the Global Digital Systems cyclic triaxial test on the saturated reinforced clay near Shanghai Metro Line 4’s Hailun Road station. Initially, the study examines the impacts of frequency, dynamic stress amplitude (DSA), and loading cycles on cumulative plastic strain. Following this, the orthogonal design method was employed to organize tests, and an evaluation method for assessing soil strain was developed through mathematical statistical analysis. The results indicate at the constant vibration frequency, cumulative plastic strain increases with an increase in DSA and decreases with as load frequency increases. DSA is the primary factor influencing the axial deformation of subway tunnels, whereas the interaction between load frequency and vibration frequency is negligible. The findings suggest that measures to prevent and control subway tunnel settlement should concentrate on DSA during the early stages of subway operation.

Publisher

Springer Science and Business Media LLC

Reference26 articles.

1. China Association of Metros. 2022 statistics and analysis report of urban rail transit. China Metros. 2023;04:13–5.

2. Shen SL, Wu HN, Cui YJ, Yin ZY. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai. Tunn Undergr Space Technol. 2014;40(309–323):0886–7798. https://doi.org/10.1016/j.tust.2013.10.013.

3. Wu HN, Shen SL, Chai JC, Zhang DM, Xu YS. Evaluation of train-load-induced settlement in metro tunnels. Proc Inst Civ Eng - Geotech Eng. 2015;168(5):396–406. https://doi.org/10.1016/j.undsp.2017.10.001.

4. Shi YJ, Li MG, Wu W, Wang JH. Analysis of Characteristics of Long-term Longitudinal Deformation of Tunnel on Shanghai Metro Line No.4 and Its Safety Evaluation. Tunnel Constr. 2018;38:1–6.

5. Ge GB. Research on soil dynamic characteristics and settlement under the condition of shield tunnel construction and operation. Hangzhou: School of Civil Engineering, Zhejiang University, 61−62 (2013)

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