Search Results - "Saboundjian, Stephan"
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Laboratory Evaluation of Sasobit-Modified Warm-Mix Asphalt for Alaskan Conditions
Published in Journal of materials in civil engineering (01-11-2011)“…A number of completed or ongoing studies on different aspects of warm-mix asphalt (WMA) have being conducted in the United States, indicating pavement…”
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Journal Article -
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Workability and Performance of Polymer-modified Asphalt Aggregate Mixtures in Cold Regions
Published in The international journal of pavement engineering (01-03-2003)“…Polymer-modified asphalts have been used in cold regions for about 15 years to address problems with rutting, cracking and premature aging. However, due to the…”
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Journal Article -
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Resilient Modulus Characterization of Alaska Granular Base Materials
Published in Transportation research record (01-01-2011)“…The resilient modulus (MR) of base course material is an important material input for pavement design. Although extensive research efforts have been directed…”
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Journal Article -
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Materials and Temperature Effects on the Resilient Response of Asphalt-Treated Alaskan Base Course Materials
Published in Journal of materials in civil engineering (01-02-2011)“…Asphalt-treated bases (ATBs) are the most commonly used type of stabilized layer in Alaska because of locally available asphalt resources and its relatively…”
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Resilient Modulus Characterization of Alaska Granular Base Materials: Geomaterials 2011
Published in Transportation research record (2011)Get full text
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Fatigue behavior of conventional and rubberized asphalt mixes
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Dissertation -
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Performance of Polymer-Modified Asphalt-Aggregate Mixtures in Alaska
Published in Journal of cold regions engineering (01-12-2002)“…Polymer-modified asphalts are used in Alaska to address problems with rutting, cracking, and premature aging. This usage raises two important issues-the…”
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Journal Article -
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Fatigue behavior of conventional and rubberized asphalt mixes
Published 01-01-1999“…One of the main distress modes of flexible pavements is the fatigue cracking of the asphalt concrete surface layer. The addition of crumb-rubber modifier…”
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Dissertation