A statistical based framework for predicting field cracking performance of asphalt pavements: Application to top-down cracking prediction
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- 作者：Shihui Shena ; szs20@psu.edu" class="auth_mail" title="E-mail the corresponding author ; Weiguang Zhangb ; weiguang.zhang@essie.ufl.edu" class="auth_mail" title="E-mail the corresponding author ; Lin Shenc ; linshen@hawaii.edu" class="auth_mail" title="E-mail the corresponding author ; Hai Huanga ; huh16@psu.edu" class="auth_mail" title="E-mail the corresponding author
- 关键词：Statistical models ; Top-down cracking ; Pavement performance ; Partial least squares regression ; Binary logistic regression
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：30 July 2016
- 年：2016
- 卷：116
- 期：Complete
- 页码：226-234
- 全文大小：1302 K
文摘
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A statistical based framework is introduced to develop cracking model for pavement.
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The framework is capable of taking into account confounding variables in the field.
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A binary logistic probability model allows predicting the cracking initiation potential.
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The initiation and propagation of top-down cracking may follow different mechanisms.