液化
饱和(图论)
岩土工程
饱和度
土壤液化
土壤水分
地质学
土壤科学
环境科学
数学
组合数学
作者
Mehmet A. Sherif,Chuzo Tsuchiya,Isao Ishibashi
出处
期刊:Journal of the Geotechnical Engineering Division
[American Society of Civil Engineers]
日期:1977-08-01
卷期号:103 (8): 914-917
被引量:68
标识
DOI:10.1061/ajgeb6.0000477
摘要
Soil liquefaction has become an important consideration in the design of structures in seismically active regions. Many researchers have in the past attempted to determine the liquefaction potential of soils, but these studies concerned themselves with the liquefaction potential of fully saturated sands. In this paper, the writers establish a general relationship between the pore-pres-sure parameter, B and the initial degree of soil saturation, So. By introducing the experimental values of B obtained from tests on loose Ottawa sand.
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