级配
岩土工程
破损
压缩性
三轴剪切试验
粒状材料
覆岩压力
粒子(生态学)
地质学
工程类
材料科学
复合材料
剪切(地质)
航空航天工程
海洋学
计算机科学
计算机视觉
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1967-03-01
卷期号:93 (2): 27-43
被引量:475
标识
DOI:10.1061/jsfeaq.0000958
摘要
A brief description is made of the rockfill laboratory of the Comision Federal de Electricidad in Mexico. Equipment is available for large-scale (specimens 113 cm in diam) triaxial and compressibility testing of granular materials with maximum particle size up to 20 cm, under lateral pressures up to 25 kg per sq cm. Results of triaxial tests run with three different rockfill materials are presented. The influence of gradation, confining pressure and particle breakage are discussed.
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