摘要
介绍了某沿海地区软基处理工程中的强夯试夯工艺和试夯结果,对试夯效果进行了分析和探讨,并根据试夯结果对设计夯点布置和强夯参数进行了调整和优化。结果表明,采用优化后的强夯参数,处理效果达到了设计要求,且施工质量、工期、工艺操作性方面均优于原设计。
Dynamic consolidation technology and trial tamping result in a soft ground treatment project in coastal area were introduced,while the trial tamping effect was analyzed and discussed.According to the analysis result,the tamping-point arrangement and the tamping parameters of the project was optimized.The optimized tamping parameters are scientific and reasonable by the comparison between the origin design parameters and the optimized parameters.
出处
《建筑结构》
CSCD
北大核心
2010年第S2期609-610,共2页
Building Structure
关键词
强夯
软基处理
夯点布置
强夯参数
dynamic consolidation
soft ground treatmentt
amping-point arrangement
dynamic consolidation parameters
