长江科学院院报 ›› 2001, Vol. 18 ›› Issue (5): 56-60.

• 岩土力学 • 上一篇    下一篇

堤防加固工程中防渗墙的防渗效果及应用条件研究

  

  • 出版日期:2001-10-01 发布日期:2012-03-05

Seepage control efficiency and application conditions of cut-off wall used for dyke reinforcement

  • Online:2001-10-01 Published:2012-03-05

摘要: 对于采用防渗墙作为加固工程措施的长江重要堤防典型条件,用与设计规范相对应的理论对渗流场进行模拟,分析悬挂式防渗墙的防渗效果和变化规律,半封闭式防渗墙在各种因素作用下防渗效果的变化规律,对全封闭式防渗墙指出了可能影响防渗效果的因素;对不同结构形式防渗墙的设计与应用原则进行了讨论;首次提出了悬挂式防渗墙设计的防渗墙贯入比-比降曲线法,以及半封闭式防渗墙设计的防渗依托层渗透性-比降曲线法、厚度-比降曲线法和B值-比降曲线法。

关键词: 防渗墙, 渗流控制, 出逸比降, 应用条件, 设计方法

Abstract:  Under typical dyke conditions with cutoff wall as reinforcement measure,the seepage field is simulated numerically by theory corresponding to design standard.The seepage control efficiency and its variation laws are analyzed for cutoff wall of suspension type and semiclosure type.The factors that might affect the efficiency of cutoff wall of closure type are pointed out.The principles of design and application are discussed for cutoff wall of different types.The penetration rateexit gradient curve method is presented to design the cutoff wall of suspension type.The permeabilityexit gradient curve method,the thicknessexit gradient curve method and the B valueexit gradient curve method are presented to design the cutoff wall of semiclosure type.