A novel in-situ tunnel expansion method based on removable prestressed active support technology for rapid construction

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xingyuan Cheng , Bo Wang , Xinxin Guo , Luo Zhang
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Abstract

With the continuous increase in vehicle ownership and travel demand, the need for in-situ expansion of existing tunnels has grown annually. However, current expansion methods are predominantly confined to the traditional approach of ‘initial backfilling followed by sequential excavation with temporary supports.’ While these methods effectively control surrounding rock deformation, they suffer from complicated construction procedures, limited workspace, operational complexity, and high costs. To address this, this paper proposes a novel in-situ tunnel expansion method based on removable prestressed active support technology (hereinafter referred to as the novel method). The novel method employs removable prestressed anchor as the primary supporting components, with active pre-support as its core design principle. By replacing traditional ‘inner lining’ structures with an ‘outward pulling’ mechanism, it fundamentally overturns the traditional construction approach, eliminating the need for backfilling and temporary supports. Compared to current expansion methods, the novel method offers advantages including streamlined construction procedures, high efficiency, superior economic viability, and ample construction space. A case study on Tangling Tunnel validates this method through a removable scheme. Numerical simulations were conducted to compare this scheme with the original design. The key findings are as follows: (1) both schemes exhibit comparable performance in controlling surrounding rock deformation; (2) the removable scheme reduces the plastic zone volume above the invert arch and support structure stresses by over 20%; (3) it also reduces cost by 17,867 CNY per meter and shortens construction time by 10 hours per meter. Aligning with contemporary principles of green, low-carbon, and sustainable development, the novel method exhibits substantial potential for in-situ tunnel expansion projects.
一种基于可移动预应力主动支护技术的隧道原位扩展快速施工新方法
随着车辆拥有量和出行需求的不断增加,对现有隧道进行原位扩建的需求每年都在增长。然而,目前的扩展方法主要局限于传统的“初始回填,然后在临时支撑下进行顺序开挖”的方法。虽然这些方法有效地控制了围岩变形,但它们存在施工程序复杂、工作空间有限、操作复杂和成本高的问题。针对这一问题,本文提出了一种基于可移动预应力主动支护技术的隧道原位扩展新方法(以下简称新方法)。该方法以可移动预应力锚杆为主要支护构件,以主动预支护为核心设计原则。通过用“向外拉”机制取代传统的“内衬”结构,它从根本上推翻了传统的施工方法,消除了回填和临时支撑的需要。与现有的扩建方法相比,该方法具有施工程序简化、效率高、经济可行性强、施工空间大等优点。以缠结隧道为例,通过可移动方案验证了该方法的有效性。通过数值模拟,将该方案与原设计进行了比较。主要研究结果如下:(1)两种方案在控制围岩变形方面具有相当的效果;(2)可拆方案使仰拱上部塑性区体积和支撑结构应力减小20%以上;(3)每米降低成本17867元,每米缩短施工时间10小时。与当代绿色、低碳和可持续发展的原则一致,这种新方法在原位隧道扩建项目中显示出巨大的潜力。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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