摘要
通过对小浪底筑坝土料试验结果的统计分析 ,初步找出击实试验参数与其物性指标间的相关关系 ,以此作为指导击实试验和判断其试验结果是否正常的依据 ,有效地提高了击实试验的成功率和可靠性 。
According to the analysis of soil compaction test results for the Xiaolangdi project, the preliminary relationship between compaction parameters and physical indexes of the soil is obtained. By this relationship, the compaction test results are validated, and the test success rate and reliability are improved effectively. The method provides an assurance for field quality control.
出处
《水电自动化与大坝监测》
2002年第2期51-53,共3页
HYDROPOWER AUTOMATION AND DAM MONITORING
关键词
普氏击实
液限
塑限
心墙堆石坝
可靠性
Proctor compaction test
liquid limit
plastic limit
optimal water content
maximum dry density
