摘要
平潭综合试验区金井湾片区排洪渠沿线地基中淤泥质土层分布连续,存在抗滑稳定和压缩变形工程地质问题。新建排洪渠采用复合式断面,为柔性建筑物,根据淤泥质土地基土层和周边建筑物影响情况,通过选择适当的地基处理方法,能够经济有效地解决地基工程地质问题,满足工程建设需要,为后续同类型项目选择地基处理方式提供借鉴。
The muddy soil layer is continuously distributed in the foundation along the flood drainage canal in the Jinjingwan area of Pingtan Comprehensive Experimental Area,and there are engineering geological problems of anti-sliding stability and compression deformation.The newly built flood drainage canal adopts a composite cross-section and is a flexible building.According to the influence of the muddy soil foundation soil layer and surrounding buildings,by selecting appropriate foundation treatment methods,foundation engineering geological problems can be economically and effectively solved to meet the needs of engineering construction,and provide reference for selecting foundation treatment methods for subsequent similar projects.
出处
《科技创新与应用》
2025年第35期102-105,共4页
Technology Innovation and Application
关键词
平潭综合实验区
排洪渠
淤泥质土
地基处理方法
工程地质问题
Pingtan Comprehensive Experimental Area
flood drainage canal
muddy soil
foundation treatment method
engineering geological issues
