Open Access

ARTICLE

Analysis of deformation of levee caused by large diameter shield tunneling in river crossing tunnel

LU Zhongxiang¹, SHOU Lingchao², Rini Asnida Abdullah¹, Muhammad Irfan Bin Shahrin¹, CHEN Yintao¹, SHAO Xin³, FAN Wenju⁴, Amber Islam¹, ZHANG Hengxu⁵

1 Universiti Teknologi Malaysia
2 Zhejiang Mingsui Technology Co.Ltd
3 Zhejiang Academy of Transportation Science
4 Ningxia Institute of Science and Technology
5 China Railway 14th Bureau Group Corporation Limited

* Corresponding Authors: LU Zhongxiang (), Rini Asnida Abdullah ()

Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 2024, 40(1), 1-8. https://doi.org/10.23967/j.rimni.2024.03.003

Received 07 September 2023; Accepted 04 March 2024; Issue published 25 March 2024

Abstract

This study utilizes ABAQUS finite element software to analyze embankment deformation during shield tunneling. Results reveal that shield tunneling effects are manageable.The left tunnel line successfully tunnels beneath the embankment, causing a maximum settlement of 8.7 mm, meeting regulations. The ground surface exhibits a "V"-shaped lateral settlement trough, approximately five times the tunnel centerline width. Conversely, the right tunnel line induces a more extensive impact, with a 12.2 mm maximum settlement.Different lateral settlement patterns emerge in soil at varying depths. The left tunnel creates a "V" shape, with slightly increasing settlement above the tunnel axis as depth increases, accompanied by narrower troughs. The right tunnel line results in a pronounced "W" shape, especially at the grouting layer depth.Horizontal displacement forms an "S" shape, with maximum displacement at positions ±i from the tunnel axis. The right tunnel line induces greater maximum horizontal displacement than the left.In summary, this numerical analysis provides insights into embankment deformation during shield tunneling, aiding in assessing the impact and guiding safe tunneling beneath embankments.

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Keywords

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