首页|岩溶地层大断面隧道浅埋暗挖施工对围岩稳定性的影响研究

岩溶地层大断面隧道浅埋暗挖施工对围岩稳定性的影响研究

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近年来,随着我国经济的不断发展,我国工程建筑行业类目不断增加,呈多样化发展,其中,岩溶地区大断面隧道的浅埋暗挖法在现代地下工程建设中占有重要地位,其经济效益与社会效益显著,直接影响着我国经济发展.然而,由于岩溶地层特殊的地质条件,其施工过程对围岩稳定性的影响一直是工程界亟待解决的难题.岩溶区地质结构复杂,力学特性不均匀,尤其是在大断面隧道浅埋暗挖施工中,其复杂性与不确定性更为突出.围岩稳定直接影响隧道的安全与应用寿命,特别是浅埋条件下,受地表荷载、地下水及施工扰动等多因素影响,易发生围岩变形,甚至垮塌.因此,开展岩溶地层中大断面隧道浅埋暗挖施工对围岩稳定性的影响机理研究具有重要意义,有助于工程建设质量的提高.
Research on the Influence of Shallow Underground Excavation Construction of Large-Section Tunnels on the Stability of Surrounding Rock in Karst Strata
In recent years,with the continuous development of China's economy,the categories of engineering construction industry in China have been increasing and showing diversified development.Among them,the shal-low underground excavation method for large-section tunnels in karst areas occupies an important position in mod-ern underground engineering construction,its economic and social benefits are significant,directly affect China's economic development.However,due to the special geological conditions of karst strata,the influence of the con-struction process on the stability of the surrounding rock has always been an urgent problem in the engineering field.The geological structure of the karst area is complex and the mechanical characteristics are not uniform,and especially in the shallow underground excavation construction of the large-section tunnel,its complexity and un-certainty are more prominent.The stability of surrounding rock directly affects the safety and application life of the tunnel,especially under shallow underground conditions,affected by surface load,groundwater and construction disturbance and other factors,surrounding rock deformation and even collapse.Therefore,it is of great significance to study the influence mechanism of shallow underground excavation of large section tunnel on surrounding rock stability,which is helpful to the improvement of engineering construction quality.

Karst strataLarge-section tunnelShallow underground excavationStability of surrounding rocks

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深圳市政集团有限公司 广东 深圳 518000

岩溶地层 大断面隧道 浅埋暗挖 围岩稳定性

2024

科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
年,卷(期):2024.22(23)