Flexible Pavement System – Second Generation, Incorporating Fatigue and Stochastic Concepts

Jain, Surendra Prakash; McCullough, B. Frank; Hudson, W. Ronald; Texas A&M University. Texas Transportation Institute; University of Texas at Austin. Center for Highway Research

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Flexible Pavement System – Second Generation, Incorporating Fatigue and Stochastic Concepts

1971-12-01
By Jain, Surendra Prakash ; McCullough, B. Frank ; Hudson, W. Ronald

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English

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Creators:

Jain, Surendra Prakash ; McCullough, B. Frank ; Hudson, W. Ronald

Jain, Surendra Prakash ; McCullough, B. Frank ; Hudson, W. Ronald Less -
Corporate Creators:

Texas A&M University. Texas Transportation Institute ; University of Texas at Austin. Center for Highway Research

Texas A&M University. Texas Transportation Institute ; University of Texas at Austin. Center for Highway Research Less -
Corporate Contributors:

United States. Department of Transportation. Federal Highway Administration ; Texas Highway Department

United States. Department of Transportation. Federal Highway Administration ; Texas Highway Department Less -
Subject/TRT Terms:

[+]

Fatigue (Mechanics) Flexible Pavements Flexible Pavement System Overlays (Pavements) Pavement Design Pavements Performance Serviceability Serviceability Index Simulation Systems Analysis
Publication/ Report Number:

123-10
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Corporate Publisher:

University of Texas at Austin. Center for Highway Research
Abstract:

Design of flexible pavement is a complex procedure involving numerous variables. The systems approach can be considered as the best method for solving design problems. An important part of any pavement design system involves upgrading it in order to include the best possible technology. One of the distress mechanisms included in the conceptual flexible pavement design system, as a part of the fracture failure mode, is fatigue of the pavement materials. Its consideration on some rational basis and stochastic variations of the material properties in space and time need particular attention in the development of a working systems model.
Format:

PDF
Funding:

1-8-69-123
Collection(s):

US Transportation Collection
Main Document Checksum:

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urn:sha-512:21bdfcccff637d7a84b4fba7b86f82241a35efc2487b6ae28aa7186622f871be91c6c591a3216f7539f4aca681de77a0681adc4f3b0528adc5cc16f33869b149
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https://rosap.ntl.bts.gov/view/dot/77743/dot_77743_DS1.pdf
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Flexible Pavement System – Second Generation, Incorporating Fatigue and Stochastic Concepts

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