The Optimization of a Flexible Pavement System Using Linear Elasticity

Lu, Danny Y.; Shih, Chia Shun; Scrivner, Frank H.; Texas Transportation Institute. Texas A&M University; University of Texas at Austin. Center for Highway Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

The Optimization of a Flexible Pavement System Using Linear Elasticity

1973-03-01
By Lu, Danny Y. ; Shih, Chia Shun ; Scrivner, Frank H.

[PDF-2.69 MB]

English

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Creators:

Lu, Danny Y. ; Shih, Chia Shun ; Scrivner, Frank H.

Lu, Danny Y. ; Shih, Chia Shun ; Scrivner, Frank H. Less -
Corporate Creators:

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

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

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

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

[+]

BISTRO Compression Tests Computer Programming Design Dual-wheel Load Feasibility Analysis Fibonacci Search Flexible Pavements Multi-dimension Spline Interpolation Optimization Pavement Performance Pavement Structure Spline Function Splines Strain (Mechanics) Stresses Structure Feasibility Structures Texas Triaxial Compression Test Trial Design Wheel Loads
Publication/ Report Number:

123-17
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Edition:

Interim - September 1971 - March, 1973
Corporate Publisher:

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

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

This report integrates linear elastic theory into the current version of the Texas Flexible Pavement Design System in order to give an objective analysis base for the structure feasibility determination based on the internal stresses and surface deflections caused by a dual-wheel load of 9,000-lb. Included in the report are: 1. Layered Pavement Structure Under Dual-Wheel Load, 2. Streamlined Computer Program for the Analysis of Elastic Layered Systems, 3. Multi-Dimension Spline Interpolation, 4. Regression of Texas Triaxial Model Based on Fibonacci Search, 5. Means for Checking the Structure Feasibility of Materials, 6. Two Examples of the Use of FPS-BISTRO.
Format:

PDF
Funding:

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

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:20efe8f3cfcf2203d4d4f0746b84dd5f161ce7e664c160c754c1fb6ce08297bb315c8a74a846008a448148ea600faedffaf92aa89fc9c9b8d58219fd4350e75b
Download URL:

https://rosap.ntl.bts.gov/view/dot/81795/dot_81795_DS1.pdf
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The Optimization of a Flexible Pavement System Using Linear Elasticity

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