3D modelling of a complex soil-structure interaction between a new motorway artificial tunnel and an existing underground hydraulic channel

Procedia Structural Integrity Pub Date : 2026-01-01 Epub Date: 2026-08-21 DOI:10.1016/j.prostr.2026.06.053
Francesco Campana, Marco Barla, Santina Aiassa, Francesco Antolini, Luisa Alfieri, Alessandro Piazza
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引用次数: 0

Abstract

Three-dimensional (3D) numerical modelling is an essential tool for analyzing complex geotechnical problems involving soil-structure interaction. In this study, a 3D numerical model was developed to assess the design and construction of a new artificial tunnel required for the upgrade of an existing motorway. The proposed tunnel crosses above an old underground hydraulic channel used to divert a river, creating a critical interaction between the new and existing infrastructure. The model incorporates detailed geotechnical and structural characteristics, as well as the sequential construction and operational phases. Special attention was given to reproducing the construction process realistically to evaluate its effects on the surrounding ground and structures. The results of the analysis enabled the identification of optimal technological solutions to ensure the stability of the new artificial tunnel and to safeguard the structural integrity of the underlying hydraulic channel.
新建高速公路人工隧道与现有地下水工通道之间复杂土-结构相互作用的三维建模
三维数值模拟是分析涉及土-结构相互作用的复杂岩土工程问题的重要工具。在这项研究中,开发了一个三维数值模型来评估现有高速公路升级所需的新人工隧道的设计和施工。拟议中的隧道穿过一条旧的地下水力通道,用于分流河流,在新的和现有的基础设施之间创造了重要的相互作用。该模型结合了详细的岩土和结构特征,以及顺序的施工和操作阶段。特别注意逼真地再现施工过程,以评估其对周围地面和结构的影响。分析的结果使确定最佳的技术解决方案,以确保新的人工隧道的稳定性,并维护底层水力通道的结构完整性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
1.70
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0.00%
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