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蒋严, 蒋欢. 土体渗透稳定性的填充系数分析计算方法[J]. 岩土工程学报, 2006, 28(3): 372-376.
引用本文: 蒋严, 蒋欢. 土体渗透稳定性的填充系数分析计算方法[J]. 岩土工程学报, 2006, 28(3): 372-376.
JIANG Yan, JIANG Huan. Researches on filling coefficients for stability of soil stratum permeability[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 372-376.
Citation: JIANG Yan, JIANG Huan. Researches on filling coefficients for stability of soil stratum permeability[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 372-376.

土体渗透稳定性的填充系数分析计算方法

Researches on filling coefficients for stability of soil stratum permeability

  • 摘要: 土体渗透稳定性研究包括地层构造特征、砂砾卵石管涌、互层土的层状管涌和自然界的不可抗力因素等几个方面,过去基本上只研究砂砾石的管涌问题。本文对管涌地层构造和层状管涌进行了分析。应用453个管涌试验资料,对现有的国内外7种砂砾石渗透定性分析计算方法进行了验证。提出了填充系数理论,制订了土体渗透破坏形式的填充系数判别式和管涌临界破坏坡降计算图。管涌研究成果在长江、黄河治理工程中应用并取得了明显效果,防洪、泄洪能力显著提高,长江航运能力也提高1.2倍以上,综合经济效益巨大。长此以往,类似1998年的长江特大洪水灾难,可望永远不再发生。

     

    Abstract: Researches on stability of soil stratum permeability included studies of stratum structure,piping of sandy gravel,stratified piping of interbedded soil,irresistible force of nature,etc.In the past,only piping of sandy gravel was studied by various researchers.Analysis was made on piping stratum structure and stratified piping.By use of 453 groups of piping test data,verification was made to the existing 7 analytic methods for stability of soil stratum permeability at home and abroad.The filling coefficient theory was put forward,a criterion for the filling coefficient of soil stratum failure and a critical hydraulic gradient chart were formulated.The findings were applied in treatment of Yangtze River and Yellow River,and obvious achievements were obtained.The flood prevention and discharge capacities were increased,and the shipping capacity of Yangtze River was increased by more than 1.2 times.If these fruits could be kept continuously,disasters similar to Yangtze River Flood in 1998 would not happen again.

     

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