PROBABILITY-DISTRIBUTIONS FOR HYDRAULIC CONDUCTIVITY OF COMPACTED SOIL LINERS

被引:59
作者
BENSON, CH
机构
[1] Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, Madison, WI
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1993年 / 119卷 / 03期
关键词
D O I
10.1061/(ASCE)0733-9410(1993)119:3(471)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes an analysis of hydraulic conductivity data collected from 57 landfill liners and covers throughout North America. Statistical characteristics of the data are summarized, and goodness-of-fit analyses are performed on each set to determine a distributional form that can be used to describe spatial variability of hydraulic conductivity. The statistics of hydraulic conductivity are shown to vary widely. The mean varied from 2.9 x 10(-9) to 1 x 10(-5) cm/s, the coefficient of variation varied between 27 and 767, the coefficient of skewness between -0.23 and 7.7, and the coefficient of kurtosis from 1.75 to 58. Goodness-of-fit tests show that the two-parameter log-normal hypothesis is often rejected. The traditional two-parameter log-normal distribution is compared to four alternative, distributions: the three-parameter log-normal, generalized extreme value (GEV), the three-parameter gamma, and inverse Gaussian. The analyses show that the three-parameter log-normal and GEV result in superior fits to the data.
引用
收藏
页码:471 / 486
页数:16
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