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  <title>Rock Correction Issues in Compaction Specifications for High Gravel Content Soil</title>
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 <name type="Personal Name" authority="">
  <namePart>Wilson,  Gregory P.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1994</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <form authority="gmd">Computer Software</form>
  <extent>p3-9</extent>
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  <titleInfo/>
  <title>Trr No. 1462 Soils, Geology, And Foundations</title>
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 <note>Trr No. 1462 Soils, Geology, And Foundations, pp. 3-9&#13;
The results of a survey of several large onstruction companies in the southwestern United States revealed that antractors have a great deal of experience with scalp-and-replace rock arrection methods and apparently not as much experience with rock ,nrection equations, particularly in highway work. Although contrac,r, may tend to have most of their experience with scalp-and-replace ,ethods, many engineering testing firms tend toward the use of rock ,rrection equations. Given the significant variation in computed rela e compaction that can arise from the different rock correction methd.. well-written compaction specifications for high gravel content ,ils, explicitly stating the technique for rock correction in compaction mtrol, are a must. An understanding of the potential differences in ),,k correction methods. by contractors and engineers alike, should duce conflicts and future problems with the compacted fill.</note>
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  <topic>SOIL COMPACTION</topic>
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 <classification>625.7(047.31)</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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