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四孔小净距隧道施工顺序优化研究

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随着我国高等级公路的发展,公路隧道建设规模越来越大.由于受到某些地形地质条件的限制,出现越来越多的小净距群洞隧道,如四孔小净距隧道.四孔小净距群洞隧道最优施工顺序的确定对控制施工安全和工期具有重要意义.基于某市配套道路(一期)隧道段新建工程,采用ABAQUS有限元软件对小净距群洞隧道开挖顺序进行模拟,对地表沉降、围岩变形及塑性区演变进行分析,结果表明:先开挖两侧人行隧洞再开挖中间车行隧洞的施工方案为最优方案.
Study on the construction sequence optimization of four-hole small net distance tunnel
With the development of high-grade highway in China,the scale of highway tunnel construction is getting bigger and bigger.Due to the limitation of some topographic and geological conditions,more and more small net distance group hole tunnels appear,such as four-hole small net distance tunnels.The determination of the optimal construction sequence of the four-hole tunnel is of great significance to control the construction safety and construction period.This paper based on a city supporting road(phase I)tunnel section of new engineering,using ABAQUS finite element software for small net distance group tunnel excavation sequence simulation,the surface settlement,surrounding rock deformation and plastic area evolution analysis,the conclusion shows that the excavation of the pedestrian tunnel and the middle car tunnel construction scheme for the optimal scheme.

highway tunnelsmall net distance group tunnelexcavation sequencenumerical simulationsurface settlementsurrounding rock deformation

赵军、张玉凤

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余姚交通工程咨询监理有限公司,浙江 余姚 315403

青岛理工大学 土木工程学院,山东 青岛 266525

公路隧道 小净距群洞隧道 开挖顺序 数值模拟 地表沉降 围岩变形

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(4)