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 <titleInfo>
  <title>The strength of clay fill subgrades:</title>
  <subTitle>its prediction in relation to road performance</subTitle>
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 <name type="Personal Name" authority="">
  <namePart>Black,  W.P.M.</namePart>
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 <genre authority="marcgt">bibliography</genre>
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  <publisher>TRRL</publisher>
  <dateIssued>1979</dateIssued>
 </originInfo>
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  <languageTerm type="code">id</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
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  <form authority="gmd">Chart</form>
  <extent>30 p.; fig.; tab.</extent>
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  <title>Trrl Lr 889</title>
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 <note>The suction method for estimating the shear strength of soils from plasticity data and mositure content has been examined in the light of a wide range of experimental evidence. It is concluded that the method predicts changes in strength of a wide range of soils satisfactorily. The method has been used to quantify the likely changes in mositure content and strength under a range of site conditions. Very wet weather during construction on a poorly drined site reduces markedly the ultimate equilibrium strength of subgrades of low plasticity; equilibrium values are less than half the values associated with construction in dry weather. Heavy clays are much less affected. Deflection studies indicate that the life of a pavement built in very wet weather may be resuced by up to 50 percent of the life expected of a pavement constructed during average weather conditions</note>
 <subject authority="">
  <topic>SUBGRADES</topic>
 </subject>
 <classification>625.7(047.31)</classification>
 <identifier type="isbn"></identifier>
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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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