Application of Mechanistic-Empirical Pavement Design Approach into RCC Pavement Thickness Design: Research Project Capsule [19-1P]

Wu, Zhong; Louisiana Transportation Research Center

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

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

Application of Mechanistic-Empirical Pavement Design Approach into RCC Pavement Thickness Design: Research Project Capsule [19-1P]

2018-07-04
By Wu, Zhong

English

Details Related Documents You May Also Like

Details:

Creators:

Wu, Zhong
Corporate Creators:

Louisiana Transportation Research Center
Contributors:

Rupnow, Tyson D. ; Zhang, Zhongjie

Rupnow, Tyson D. ; Zhang, Zhongjie Less -
Subject/TRT Terms:

[+]

Concrete Pavements Mechanistic-empirical Pavement Design Pavement Performance Roller Compacted Concrete
Publication/ Report Number:

19-1P
Resource Type:

Tech Report
Geographical Coverage:

Louisiana ; United States

Louisiana ; United States Less -
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

The objectives of this research are to investigate factors that may impact RCC pavement performance (e.g., mix design and joint spacing), evaluate the cracking mechanism and joint performance of RCC pavements over different stabilized base materials, develop performance prediction curves suitable for use during thickness design of RCC pavements, develop an M-E thickness design procedure for RCC pavements, and compare actual versus predicted performance of RCC pavements using the developed design procedure.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:c752aac335862eea432f0f6c94fc98a9a6ed14f1ecd62de7fd001565f40eda4b
Download URL:

https://rosap.ntl.bts.gov/view/dot/36554/dot_36554_DS1.pdf
File Type:

[PDF-240.04 KB]