Implications of Uncertainty in Distress Measurement for Calibration of Mechanistic–Empirical Performance Models

2007 ◽  
Vol 2037 (1) ◽  
pp. 136-142 ◽  
Author(s):  
Charles W. Schwartz
Keyword(s):  
Performance Models ◽  
Empirical Performance

Empirical performance models of hot in-place recycling of asphalt pavements

2016 ◽  
Vol 18 (12) ◽  
pp. 1081-1088 ◽  
Author(s):  
Bin Yu ◽  
Qiang Liu ◽  
Xin Tian ◽  
Lan Zhou ◽  
Mei Lin
Keyword(s):  
Asphalt Pavements ◽  
Performance Models ◽  
Empirical Performance

Empirical performance models for 3T1D memories

2009 ◽  
Author(s):  
Kristen Lovin ◽  
Benjamin C. Lee ◽  
Xiaoyao Liang ◽  
David Brooks ◽  
Gu-Yeon Wei
Keyword(s):  
Performance Models ◽  
Empirical Performance

Pervious concrete pavement performance modeling: an empirical approach in cold climates

2012 ◽  
Vol 39 (10) ◽  
pp. 1100-1112 ◽  
Author(s):  
Amir Golroo ◽  
Susan L. Tighe
Keyword(s):  
Performance Index ◽  
Functional Performance ◽  
Field Work ◽  
Condition Index ◽  
Concrete Pavement ◽  
Pervious Concrete ◽  
Performance Models ◽  
Empirical Performance ◽  
Surface Distress ◽  
Two Phases

Pervious concrete pavement (PCP) is an appropriate means to meet growing environmental demands. To apply pervious concrete as a pavement, its performance should be studied over its life span. This research aims to develop empirical performance models based on a proposed condition index through incorporation of integrated laboratory and field work. Since no condition index has been developed for PCP to date, first, a condition index is developed. The condition index is proposed as a combination of two indices: a surface distress index and a functional performance index. Two sources of data have been collected to develop performance models including panel rating and field investigations. Performance models are developed in two phases using regression analysis techniques. In phase I, performance models are presented as functions of a surface distress index and a functional performance index, while in phase II, performance models are correlated with pavement age and successfully validated.

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