摘要
杂填土是一种比较危险的场地土,在杂填土场地上进行工程建设需要因地制宜地进行研究与实践。阳城邮政综合生产楼工程位于深厚杂填土场地,深基坑支护与开挖时采用浆砌块石重力式挡墙,利用土钉墙支护控制基坑土体位移,并利用素混凝土桩处理地基,取得了良好效果。
Miscellaneous solid is a kind of relatively dangerous field soil, on which studies and practices shall be prepared for engineering construction according to practical conditions. Yangcheng Postal Comprehensive Production Building project is located on a field with deep and thick miscellaneous soil layer, so grouted masonry block gravity retaining wall is adopted in support and excavation of deep foundation pit, soil-nailing wall support is adopted to control displacement of soil in the foundation pit, and plain concrete piles are adopted in the foundation. Finally, favorable effects have been achieved.
出处
《建筑技术》
北大核心
2009年第2期116-119,共4页
Architecture Technology
关键词
杂填土
深基坑支护
重力式挡墙
miscellaneous soil
support in deep foundation pit
gravity retaining wall
