摘要
针对汾河太原段综合治理工程三期1#蓄水池填筑设计标准,通过室内试验及现场碾压试验进行成果分析,确定合理的填筑压实参数和施工工艺。
In view of the design criterion to fill the earthwork of the water ponding pool in the Fen River Taiyuan Reach Comprehensive Regulation Project of Third Phase,and through analyzing the results of the laboratory tests and the in-situ rolling tests,the reasonable filling compaction parameters and the construction techniques are determined.
出处
《山西水利科技》
2018年第1期49-51,共3页
Shanxi Hydrotechnics
关键词
室内试验
碾压试验
成果分析
填筑参数
laboratory test
rolling test
resuh analysis
filling parameter
