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土的渗透性预测方法与工程应用
引用本文:丁红慧,鲁安顺,赵俊明.土的渗透性预测方法与工程应用[J].苏州科技学院学报(工程技术版),2006,19(1):14-17.
作者姓名:丁红慧  鲁安顺  赵俊明
作者单位:东南大学,交通学院,江苏,南京,210096
摘    要:基于长江河口地区沉积物的特点,分析了该区域天然沉积土的渗透性能,得出渗透系数显著偏低的结论。采用孔隙特征预测土的渗透系数的方法,成功预测了长江口北岸天然沉积土的渗透系数,预测得到的渗透系数高出室内渗透试验结果一个数量级以上。这一结果应用于通启高速公路建设,取得了良好的经济和社会效益,具有很高的参考价值。

关 键 词:渗透性  预测  渗透系数  孔隙特征模型  天然沉积土
文章编号:1672-0679(2006)01-0014-04
修稿时间:2005年9月15日

Predicting Method of Hydraulic Conductivity of Soils and Engineering Application
DING Hong-hui,LU An-shun,ZHAO Jun-ming.Predicting Method of Hydraulic Conductivity of Soils and Engineering Application[J].Journal of University of Science and Technology of Suzhou:Engineering and Technology,2006,19(1):14-17.
Authors:DING Hong-hui  LU An-shun  ZHAO Jun-ming
Abstract:Based on sedimentary properties of deposit in the Yangtze river delta,osmosis characteristic of soils deposited in the region is analyzed as the result of which the coefficient of permeability measured in the laboratory is generally small.The coefficient of permeability of natural intermediate soils on the northern bank of the Yangtze river delta is successfully predicted by porous materials models.The results show that the coefficient of permeability predicted is 1 magnitude greater than that measured in the laboratory.The economic and the social benefits favorably obtained have important reference value in Nan Tong to Qi Dong highway.
Keywords:hydraulic conductivity  predicting  coefficient of permeability  porous materials model  natural intermediate soils
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