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  <title>A Method for Designing Asphalt Pavements to Minimize Low Temperature Shrinkage Cracking</title>
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  <namePart>Haas,  R. C. G.</namePart>
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  <place>
   <placeTerm type="text">Maryland</placeTerm>
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  <publisher>The Asphalt Institute</publisher>
  <dateIssued>1973</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>x+91p.: Illus.; 21 x 28 cm</extent>
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  <title>The Asphalt Institute RR 73-1</title>
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 <note>Designing asphalt to resist low-temperature cracking involves using specific materials (modified binders, fibers, nanomaterials), optimizing mix design (dense-graded, reduced particle size), structural layering (thick upper layers, functional layers), and construction techniques (continuous paving, proper compaction) to reduce tensile stresses and improve binder flexibility, often guided by advanced modeling systems like Superpave or IlliTC.&#13;
&#13;
LOKASI: Lemari Referensi&#13;
RF. 15</note>
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 <subject authority="">
  <topic>FLEXIBLE PAVEMENTS</topic>
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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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