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  <title>Behavior of Expanded Polystyrene Blocks</title>
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  <namePart>Cho,  Y.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1994</dateIssued>
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  <extent>p36-46</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. 36-46&#13;
The test results show several distinctive material characteristics, including a bilinear stress-strain relationship and negative Poisson's ratio that are not common in conventional construction materials. The results of this study can readily be incorporated in detailed analyses of various geotechnical engineering structures constructed with EPS blocks.</note>
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  <topic>SOIL COMPACTION</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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