摘要
对某枢纽工程坝体填筑料进行了多组相对密度试验。采用混合法对原级配料进行处理,测定系列模型级配料的最大、最小干密度。采用延伸法推求实际级配的最大、最小干密度过程中,充分考虑级配料干密度上、下边界值的影响,并按设计压实度标准换算出现场控制干密度。
Multi group relative density tests have been taken for the filling materials indam body of a pivotal project. The primary gradating material was dealed with hybrid method. Maximum and minimum dry densities of the gradating material in series model have been determined. The influence of gradating material top and bottom boundary value has been considered during the evaluation of practical gradation maximum and minimum dry density with extension method. The field control dry density was conversed according to design compactness standard.
出处
《人民黄河》
CAS
北大核心
2012年第2期121-122,125,共3页
Yellow River
基金
新疆水利水电工程重点学科资助项目(XJZDXK-2002-10-05)
关键词
筑坝材料
超径粗粒土
相对密度
延伸法
干密度
dam material
oversized coarse grained soil
relative density
extension method
dry density