TENSILE STRENGTH OF GRANULAR MATERIALS

被引：3

作者：

Xu Yongfu

机构：

来源：

岩石力学与工程学报 | 2003年 / 06期

关键词：

soil mechanics; tensile strength; granular materials; fractals; fractal dimension;

D O I：

暂无

中图分类号：

TU452 [岩体力学性质及应力理论分析];

学科分类号：

0801 ; 080104 ; 0815 ;

摘要：

Abstract The tensile strength of a single soil particle is usually measured indirectly by compressing the grain betweenflat platens until failure occurs, and is defined as the tensile stress at whole-particle fracture. The tensile strength appearsto decrease monotonically with the diameter of particles, and is usually characterized by the Weibull statistics. Forgranular materials, it is impossible to measure constant tensile strength, unless the flaw effect is taken into account in the

引用

页码：913 / 918

页数：6