摘要
依据设计及有关规程规范,通过现场碾压试验,分析碾压遍数、颗粒级配等对填料压实密度的影响,论证附加质量法测试压实干密度的可靠性,提出符合实际情况并达到设计标准的填筑材料、碾压参数及施工工艺。
According to the design and relevant regulations and specifications,this paper analyzes the influence of compacting times and particle gradation on the compaction density of filling materials,demonstrates the reliability of additional quality method in testing the compaction dry density,and puts forward the filling materials,compacting parameters and construction technology that meet the actual situation and design standards through on-site compacting test.
作者
张华
杨忠兴
ZHANG Hua;YANG Zhongxing(School of Hydraulic and Ecological Engineering,Nanchang Institute of Technology,Nanchang 330099,China;Eco-Environmental Engineering Co Ltd.,China Gezhouba Group,Wuhan 443000,China)
出处
《南昌工程学院学报》
CAS
2021年第3期7-11,32,共6页
Journal of Nanchang Institute of Technology
关键词
堆石料
碾压试验
压实密度
附加质量法
颗粒级配
rock-fill material
compacting test
compaction density
additional mass method
grain composition