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Compaction Comparison Testing Using a Modified Impact Soil Tester And Nuclear Density Gauge

机译:使用改良的冲击土壤测试仪和核密度计压实比较测试

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The purpose of this paper is to compare test results of a modified Impact Soil Tester (IST) on compacted soil with data obtained from the same soil using a nuclear density gauge at the U.S. Army Corp of Engineer's Buena Vista Flood Wall project in Buena Vista, Virginia. The tests were run during construction of the earth flood wall during the summer of 1996. This comparison testing demonstrated the credibility of the procedure developed for the IST as a compaction testing device. The comparison data was obtained on a variety of soils ranging from silty sands to clays. The Flood Wall comparison compaction data for 90percent Standard Proctor shows that the results of the IST as modified are consistent with the nuclear density gauge 89 percent of the time for all types of soil tested. However, if the soils are more cohesive then the results are consistent with the nuclear density gauge 97 percent of the time. In addition these comparison tests are in general agreement with comparison compaction testing using the same testing techniques and methods on compacted backfill in utility trenches conducted earlier for the Public Works Department, Chesterfield County, Virginia.
机译:本文的目的是将改性抗冲击土壤测试仪(IST)对压实土壤的测试结果进行比较,该数据在Buena Vista的Enseral Arment of Element of Elecaener Buena Vista洪水墙项目中使用核密度计从同一块土壤中获得的数据。弗吉尼亚。在1996年夏季建造地球洪水期间运行测试。该比较测试表明,为IST为压实测试设备开发的程序的可信度。在各种土壤中获得比较数据,从粉质到粘土。用于90平方标准Proctor的洪水墙比较压实数据表明,由于修改的IST的结果与所有类型的土壤的核密度表89%一致。但是,如果土壤更加粘性,那么结果与97%的核密度计一致。此外,这些比较测试与使用相同的测试技术和在公共工程县,切斯特菲尔德县的公共工程县开展的公用事业战壕中进行了相同的测试技术和方法的比较压实测试。

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