用经验方法评价冰垄坝心土的渗流

H. Rönnqvist, P. Viklander
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引用次数: 0

摘要

冰川土是一种由冰川作用形成的广泛分级的土壤,在世界上许多地方被用作大坝的核心材料。统计数据显示,大坝内部侵蚀事件的频率高于其他类型的核心土壤。一种可能有影响的机制是由内部不稳定引起的扩散,这是内部侵蚀的一种启动模式。汇编了23项关于冰耕核心土渗透的实验室试验,其中13项试验不稳定。对内部不稳定的可能性进行了评估,使用五种经验方法来评估粒径分布的形状。对数据库的评价表明了方法对冰碛物梯度的适用性,并且进一步表明,Kenney-Lau方法及其Li-Fannin适应方法在识别由渗透引起的不稳定梯度方面提供了相对更准确的预测。建议通过扩展Li-Fannin自适应进行更严格的评估,使其纳入范围为0.68≤H/F<1.0的过渡区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating suffusion in dam core soil of glacial till using empirical methods
Glacial till, a broadly graded soil formed by the action of glaciation, is used in many parts of the world as dam core material. Statistically these show higher frequency of internal erosion incidents in dams than other types of core soils. One mechanism that may be influential is suffusion as caused by internal instability, which is one initiation mode of internal erosion. A compilation of 23 laboratory tests on suffusion of glacial till core soil has been compiled of which 13 performed unstable. An assessment of the potential for internal instability is made using five empirical methods that evaluates the shape of the particle size distribution. Evaluation of the database indicates on the methods’ applicability to glacial till gradations, and, furthermore, it reveals that the Kenney-Lau approach and its Li-Fannin adaptation provide predictions relatively more accurate in identifying unstable gradations due to suffusion. A stricter assessment is suggested by extending the Li-Fannin adaptation so that it incorporates a transition zone defined by the range 0.68≤H/F<1.0.
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