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  <title>Low Temperature Mechanical Properties of Asphalt Concrete</title>
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  <namePart>Kallas, ,  Bernard F.</namePart>
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  <place>
   <placeTerm type="text">USA</placeTerm>
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  <publisher>The Asphalt Institute</publisher>
  <dateIssued>1982</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>vi+53p.: Illus.; 21,5 x 28 cm</extent>
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  <title>Asphalt Institute RR 82-3</title>
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 <note>At low temperatures, asphalt concrete becomes stiffer, stronger (higher modulus/intensity), but more brittle, leading to reduced failure strain and increased risk of thermal cracking as restrained shrinkage creates tensile stress. Key mechanical properties shift from viscoelastic to more elastic/brittle behavior, with significant temperature sensitivity below certain thresholds (e.g., 15.4°C), affecting dynamic modulus, fracture toughness, and susceptibility to cracking, influenced by binder type and air voids. &#13;
&#13;
LOKASI: Lemari Referensi&#13;
RF. 15</note>
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  <topic>ASPHALT CONCRETE</topic>
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 <classification>R 625.07(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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