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小浪底工程击实试验结果的可靠性研究
引用本文:吴中伟,杨世华,崔江利,刘军. 小浪底工程击实试验结果的可靠性研究[J]. 华北水利水电学院学报, 2001, 22(4): 30-32
作者姓名:吴中伟  杨世华  崔江利  刘军
作者单位:1. 黄河水利委员会勘测规划设计研究院,
2. 华北水利水电学院岩工系,
3. 深圳公共汽车有限公司,
摘    要:通过对小浪底筑坝土料试验结果的统计分析 ,初步确定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 ,为现场质量控制提供了可靠的保证 .

关 键 词:普氏击实  液限  塑限  最优含水量  最大干密度  相关系数
文章编号:1002-5634(2001)04-0030-03
修稿时间:2001-09-08

Reliability Study on the Compaction Test Results of Xiaolangdi Project
WU Zhong wei ,YANG Shi hua ,CUI Jiang li ,LIU Jun. Reliability Study on the Compaction Test Results of Xiaolangdi Project[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2001, 22(4): 30-32
Authors:WU Zhong wei   YANG Shi hua   CUI Jiang li   LIU Jun
Affiliation:WU Zhong wei 1,YANG Shi hua 1,CUI Jiang li 2,LIU Jun 3
Abstract:According to the analysis of the results of the soil compaction test of Xiaolangdi project, we have preliminarily found out the relationship between the compaction parameter and the physical index of the soil. In turn, this relation is used to guide the compaction test. In this way, the success rate and reliability of the compaction test is improved effectively. This will provide a sound basis for the field quality control.
Keywords:proctor compaction test   liquid limit   plastic limit   optimal water content   maximum dry density   coefficient of correlation  
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