摘要
通过对混合土料进行大型三轴不固结不排水(UU)压缩试验,研究了不同泥岩比例对试料颗粒破碎率的影响,结果表明随着泥岩比例的增加,土体的颗粒破碎率呈现降低的趋势。
Through carrying out consolidated untrained triaxial compression test( UU)of concrete mixture,the thesis studies the impact of differ-ent mudstone ratio upon particle breakage ratio. Results show that:the coarse-grain soil particle breakage ratio will reduce with the mudstone ratio increasing.
出处
《山西建筑》
2015年第11期48-49,共2页
Shanxi Architecture
关键词
粗粒土
应力
应变
围压
颗粒破碎
coarse-grain soil
stress
strain
confining pressure
particle breakage