基于三点击实法的压实度评估方法
摘要:基于三点击实法的基本原理,提出了压实度的评估方法。该方法考虑了击实试样初始含水率与碾压现场含水率的误差,得到不同误差组合下的真实压实度,并由此得到真实压实度的取值范围、真实压实度大于某个临界值或设计指标的概率及近似压实度相比于真实压实度偏大或偏小的概率。该方法可获得压实度更加详细的信息.有利于对施工质量作出准确判断。
Abstract:Based on the basis theory of three points compacted method, the compaction degree accessing method was proposed in this paper. In this method, the real compaction degrees with various error combinations were got by considering the error between initial water content of compaction samples and water content on rolling field. Then we can get the span of real compaction degree, the probability of real compaction degree bigger than a certain critical value or design index, the probability of approximate compaction degree bigger or smaller than real compaction degree. Based on this method, we can obtain more elaborate information of compaction degree. Therefore, it is better to evaluation the construction quality.
中文标题：
基于三点击实法的压实度评估方法
Compaction Degree Accessing Method Based on Three Points Compacted Method
作者：
陈江,李朝政,李伟
Chen Jiang,Li Chaozheng,Li Wei
作者简介:陈江,1982年生,男,汉族,四川成都人,博士,工程师。主要从事工程检测、岩土力学及计算机方法的研究。E-mail:chxifei@126.com
通讯地址：
中国水电顾问集团昆明勘测设计研究院科学研究分院, 云南昆明 650033
ScientificResearchBranchofKunmingInvestigationandDesignInstitute,ChinaHydropowerEngineeringConsultationGroupCompany,Kunming650033,Yunnan,China
中图分类号:TV641
doi:10.3969/j.issn.1007-2993.2011.03.001
出版物：岩土工程技术
收稿日期:2010-09-08
关键词:土石坝,质量控制,三点击实法,压实度,碾压试验
Key words:rock-fill dam,quality control,three points compacted method,compaction degree,rolling test
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