Stability of surrounding rock in karst formations and response mechanism of tunnel linings under high water pressure

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
An Pengtao , Liu Xiong , Ma Shaokun , Zhang jiabing , Huang zhen , Fu Helin
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Abstract

Under certain natural conditions, karst stratum tunnels may experience the buildup of water pressure behind their linings, which can jeopardize operational safety. Therefore, it is crucial to examine the distribution of water pressure and the structural response characteristics in karst strata tunnels under high water pressure environments. Firstly, a three-dimensional model test was constructed to reveal the influence mechanisms of cavity location and water pressure on the distribution characteristics of water pressure behind the tunnel lining, the stress state of the tunnel support structure, and the surrounding rock pressure. Building upon this, a numerical model was employed to further elucidate the characteristics of stress and deformation evolution in the lining under complex water pressure environments. The results indicate that: When cavities are located above or below the tunnel, the stress and deformation of the lining exhibit symmetry; cavities located directly above the tunnel pose the most unfavorable condition for the lining structure, with the safety coefficient at the vault being approximately 30 % of that for cavities located to the side or below under identical hydraulic head conditions. The eccentric stress state of lining cross-sections is closely related to the cavity location; sections distant from the cavity consistently experience eccentric tension and exhibit lower safety coefficients than other sections. The failure process of the lining under high water pressure can be divided into four stages: water seepage, crack initiation, crack propagation, and localized failure. The displacement of the lining presents a ‘cherry-shaped’ distribution with the concave side pointing towards the karst cavity. The closer the karst cavity is to the vault, the greater the deformation. For every 0.5 MPa increase in water pressure from 0.5 MPa to 3 MPa, the vault displacement increases from 0.85 mm to 18.12 mm, with growth rates of 158 %, 144 %, 72 %, 46 %, and 35 % respectively. The Mises stress within the lining forms a ‘maple leaf’ distribution, with a pronounced stress concentration in a 120° sector adjacent to the karst cavity.
高水压下岩溶围岩稳定性及隧道衬砌响应机制
在一定的自然条件下,岩溶地层隧道衬砌后会出现水压积聚,危及施工安全。因此,研究高水压环境下岩溶地层隧道的水压分布及结构响应特征至关重要。首先,通过三维模型试验,揭示空腔位置和水压对隧道衬砌后水压分布特征、隧道支护结构受力状态和围岩压力的影响机理;在此基础上,采用数值模型进一步阐明了复杂水压环境下衬砌的应力和变形演化特征。结果表明:当洞室位于隧道上方或下方时,衬砌的应力和变形呈现对称性;位于隧道正上方的空腔对衬砌结构构成最不利的条件,在相同水头条件下,拱顶处的安全系数约为位于侧面或下方的空腔的30%。衬砌截面偏心应力状态与空腔位置密切相关;离空腔较远的截面始终存在偏心张力,且安全系数低于其他截面。高压下衬砌的破坏过程可分为渗水阶段、裂缝萌生阶段、裂缝扩展阶段和局部破坏阶段。衬砌位移呈“樱桃”形分布,凹边指向岩溶腔。溶洞离拱顶越近,变形越大。水压力从0.5 MPa增加到3 MPa,每增加0.5 MPa,拱顶位移从0.85 mm增加到18.12 mm,增幅分别为158%、144%、72%、46%和35%。衬砌内的米塞斯应力呈“枫叶”型分布,在与岩溶洞相邻的120°扇形处应力集中明显。
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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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