洞庭湖区软土地基加固处理方案对比研究
投稿时间:2010-03-16  修订日期:2010-03-16  点此下载全文
引用本文:隆威,程盼,赵娟,等.洞庭湖区软土地基加固处理方案对比研究[J].钻探工程,2010,37(9):46-49.
LONG Wei,CHENG Pan,ZHAO Juan,et al. Comparative Study on Reinforcing Soft Soil Treatment Program in Dongtion Lake Area[J]. Drilling Engineering, 2010,37(9):46-49.
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作者单位E-mail
隆威 中南大学 lwzndx@sina.com 
程盼* 中南大学 chengpan1020@163.com 
赵娟 中南大学  
罗杰 中南大学  
中文摘要:采用强夯法、真空预压排水固结法、动力排水固结法对洞庭湖区一场地进行了加固处理,通过对处理后场地各项参数指标的对比研究,得出动力排水固结法处理软粘土地基是行之有效的方法,达到了预期的效果。此种软基处理方案既经济又合理,同时又满足了施工工期要求,可为类似工程提供有价值的参考。
中文关键词:软土地基  地基处理  强夯法  真空预压排水固结  动力排水固结法
 
Comparative Study on Reinforcing Soft Soil Treatment Program in Dongtion Lake Area
Abstract:Heavy tamping, consolidation by vacuum preloading drainage and dynamic drainage consolidation were used to reinforce the soft ground in Dongting Lake area. Based on the comparative study on various treated site parameter indexes, dynamic drainage consolidation method was found to be an effective method to deal with the soft clay foundation with the desired effects. The soft ground treatment program is economical and reasonable which can meet the demands of construction schedules at the same time.
keywords:soft foundation  ground treatment  heavy tamping  consolidation by vacuum preloading drainage  dynamic drainage consolidation method
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