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  <title>Compaction Control Criteria for Clay Hydraulic Barriers</title>
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  <namePart>Luettich,  Scott M.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1994</dateIssued>
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  <extent>p28-35</extent>
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  <title>Trr No. 1462 Soils, Geology, And Foundations</title>
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 <note>Trr No. 1462 Soils, Geology, And Foundations, pp. 28-35&#13;
The data show that this approach provides good control over the quality of compacted clays in the field and is more accommodating to natural variations in soil compoaition and ccmpaction characteristics than are the other approaches. A case hiatorv ia presented that illustrates the degree-of-saturation compactiim criterion</note>
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  <topic>BARRIERS</topic>
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 <classification>006:656.021</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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