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隧道建设(中英文) ›› 2008, Vol. 28 ›› Issue (5): 566-569.DOI: A

• 研究与探索 • 上一篇    下一篇

对土工标准击实试验中几个问题的探讨

张迅,冯坤,王鹏飞   

  1. 中铁隧道集团有限公司工程试验中心
  • 收稿日期:2008-04-11 修回日期:2008-05-28 出版日期:2008-10-20 发布日期:2009-11-25
  • 作者简介:张迅(1981—)|男|安徽蚌埠人|2004年毕业于合肥工业大学土木工程系路桥专业|助理工程师|现从事材料检测及工程试验工作。

Discussion on Several Topics in Standard Compaction Test

ZHANG Xun|FENG Kun|WANG Pengfei   

  1. Engineering Test Center of China Railway Tunnel Group, Co., Ltd.
  • Received:2008-04-11 Revised:2008-05-28 Online:2008-10-20 Published:2009-11-25

摘要:

压实度检测是路基强度检测的常用方法之一,室内标准击实试验结果的准确性至关重要,其影响因素也较多。用大量数据阐述了含水率、土的类别、塑性指数、湿法与干法、土样的重复使用、余土高度等影响因素。还对试验数据的处理和实际工程中经常出现的压实度大于1的现象以及碾压含水率范围都做了较深入的研究,以期与同行探讨。通过对上述因素和问题的分析,提出合理化的试验方法,更有利于指导现场施工。

Abstract:

 One of the commonly used test method for roadbed stiffness is compaction degree examination. The accuracy of indoor standard compaction test result is paramount, which can be influenced by water content, soil type, plasticity index, wet method, dry method, soil sample reusing and residual soil height. The author expatiates those influence factors presented above with data in the paper. Furthermore, further researches are made on test data processing, phenomenon that compaction degree is always more than 1 during the actual construction and the water content scope of compacted roadbed. Based on the analysis of the factors and problems presented above, rational test method was proposed to guide the field construction.

Key words:  , soil sampleoptimum water contentmaximum dry densitycompaction test

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