首页|下伏溶洞扩展对路基稳定性的影响数值分析

下伏溶洞扩展对路基稳定性的影响数值分析

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路基中的溶洞具有隐蔽性和发育性,是道路交通安全的重要隐患.为探讨溶洞扩展对岩溶路基稳定性的影响,以FLAC3D建立含溶洞的路基数值模型,分析了溶洞向上扩展、向下扩展、向两侧扩展和向四周扩展4种工况下岩溶路基的稳定性.研究结果表明:随着路基中溶洞的发育扩展,路基的竖向变形会增大、稳定性会降低;当路基中溶洞向上扩展时,新增变形主要出现在溶洞上方,会造成路基的稳定性迅速下降;溶洞向两侧扩展对岩溶路基的稳定性也有不利影响,但与溶洞向上扩展相比,这种影响相对较小;在4种工况下,溶洞向四周扩展对岩溶路基的稳定性影响最大,然后依次是向上扩展和向两侧扩展,而溶洞向下扩展时会引起溶洞底板和两边竖向变形增大,但对岩溶路基的稳定性影响很小.
Numerical Analysis of the Impact of Underlying Karst Cave Expansion on Roadbed Stability
That concealment and developmental characteristics of the karst caves in the roadbed have are important hidden dangers for road traffic safety.In order to explore the impact of karst cave expansion on the stability of karst roadbeds,a numerical model of roadbeds containing karst cave is established by FLAC3D to analyze the stability of karst roadbeds under four working conditions of karst cave expand upwards,downwards,to both sides,in all direc-tions.Research shown that the vertical deformation will increase and stability of the roadbed will decrease with the development and expansion of karst caves in the roadbed;When the karst cave expands upwards,the newly added deformation mainly occurs above the karst cave,which will cause a rapid decrease in the stability of the roadbed;When the karst cave expands to both sides,it has also adverse impacts.But compared with the expansion upwards of the karst cave,the impact is relatively smaller;Under four working conditions,the expansion in all directions has the greatest impact on the stability of the karst roadbed,followed by upward expansion and bilateral expansion.When the karst cave extends downwards,it causes an increase in deformation of the bottom plate and two sides of the karst cave,but has little impact on the stability of the karst roadbed.

karst roadbednumerical simulationcave expansionstability

孔世调、刘泽、何瑾、汤中华、史克友

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浙江交工国际工程有限公司,浙江杭州 310051

湖南科技大学土木工程学院,湖南湘潭 411201

河南工业大学土木工程学院,河南郑州 450001

岩溶路基 数值模拟 溶洞扩展 稳定性

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(7)