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强夯块石墩软基处理工程沉降观测分析
引用本文:房后国,刘娉慧,李祖信.强夯块石墩软基处理工程沉降观测分析[J].公路,2005(1):64-67.
作者姓名:房后国  刘娉慧  李祖信
作者单位:1. 吉林大学建设工程学院,长春市,130026
2. 东莞市建筑设计院,东莞市,420034
基金项目:国家自然科学基金项目 (No.40 172 0 92 ),吉林大学创新基金项目
摘    要:对深圳湾填海区强夯块石墩道路软基处理工程的沉降资料进行分析,指出强夯块石墩复合地基在荷载作用下的沉降由3部分组成.强夯引起的淤泥固结沉降及块百垫层荷重作用下复合地基的剩余沉降占总沉降相当大的比例.并由实测资料推算了最终沉降量,评价了强夯块百墩加固软基的工程效果。

关 键 词:强夯  沉降观测  深圳湾填海区  软基处理  复合地基  最终沉降量  块石  加固软基  固结沉降  道路
文章编号:0451-0712(2005)01-0064-04

Analysis of Observation Data of Soft Ground Treated with Dynamic Compacted Stone Piers
FANG Hou-guo,LIU Ping-hui,LI Zou-xing.Analysis of Observation Data of Soft Ground Treated with Dynamic Compacted Stone Piers[J].Highway,2005(1):64-67.
Authors:FANG Hou-guo  LIU Ping-hui  LI Zou-xing
Institution:FANG Hou-guo 1,LIU Ping-hui 1,LI Zou-xing 2
Abstract:The observation data of composite foundation treated with dynamic compacted stone piers are analyzed, and the conclusion make out that the settlement of composite foundation with heavily rammed stone piers can be divided intothree parts. Consolidation settlement of soft soil induced by dynamic compaction and the residual settlement under loading of rubble bedding,which takes a large proportion of total settlements. The ultimate settlement is calculated on the basis of monitoring data and the reinforcement effect of dynamic compacted stone piers is evaluated.
Keywords:soft soil  soft ground treatment  dynamic compacted stone pier  settlement
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