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真空预压法加固吹填土的模型箱试验
引用本文:彭湘林,王清,夏玉斌,陈允进.真空预压法加固吹填土的模型箱试验[J].世界地质,2011,30(2):296-300.
作者姓名:彭湘林  王清  夏玉斌  陈允进
作者单位:1. 吉林大学建设工程学院,长春130026; 2. 中交水运规划设计院有限公司,北京100007
摘    要:大连大窑湾三期工程所处理的土体为含水率> 120% 的超软土。为研究超软土的处理方法,采用袋装沙井、滤膜等效孔径80 ~ 100 μm 和孔径< 75 μm 的3 种排水体,0. 4 m 及0. 8 m 的2 种排水间距,共计6 个试验箱进行真空预压法试验研究。通过对表面沉降形态进行沉降优化计算,采用3 种模型进行沉降预测,结合监测与计算结果,认为排水体间距为0. 4 m、等效孔径≤75 μm 的国产B 型排水板效果最佳。

关 键 词:真空预压  吹填土  沉降形态  固结沉降  模型箱

Experiment on model box of dredger fill strengthening by vacuum preloading method
PENG Xiang-lin,WANG Qing,XIA Yu-bin,CHEN Yun-jin.Experiment on model box of dredger fill strengthening by vacuum preloading method[J].World Geology,2011,30(2):296-300.
Authors:PENG Xiang-lin  WANG Qing  XIA Yu-bin  CHEN Yun-jin
Institution:1. College of Construction Engineering,Jilin University,Changchun 130026,China; 2. CCCC Water Transportation Consultants Co. ,Ltd,Beijing 100007,China
Abstract:The soil dealt with the third project in Dayaowan of Dalian is ultra-soft soil with moisture content 120%.In order to study the processing method of ultra-soft soil,the vacuum preloading experiment of 6 orthogonal model boxes has been done with three drainage bodies(bagged sand well and two kinds of filter membrane with equivalent opening sizes are 80~100 μm and 75 μm) and two drainage distances(0.4 m and 0.8 m).Using the three models for settlement prediction,through the optimization calculation of the surface settlement morphology,the authors consider that the effect of domestic B-type drainage plate with drainage distance is 0.4 m and equivalent opening size ≤75 μm is the best combined with monitoring and calculation.
Keywords:vacuum preloading  dredger fill  settlement morphology  consolidation settlement  model box
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