Description
Laboratory assessment of crack resistance and propagation in asphalt concrete is a difficult task that challenges researchers and engineers. Several fracture mechanics based laboratory tests currently exist; however, these tests and subsequent analysis methods rely on elastic behavior assumptions and do not consider the time-dependent nature of asphalt concrete.
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Contributors
- Stempihar, Jeffrey (Author)
- Kaloush, Kamil (Thesis advisor)
- Witczak, Matthew (Committee member)
- Mamlouk, Michael (Committee member)
- Arizona State University (Publisher)
Date Created
The date the item was original created (prior to any relationship with the ASU Digital Repositories.)
2013
Subjects
Resource Type
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Note
- Partial requirement for: Ph.D., Arizona State University, 2013Note typethesis
- Includes bibliographical references (p. 259-265)Note typebibliography
- Field of study: Civil and environmental engineering
Citation and reuse
Statement of Responsibility
by Jeffrey Stempihar