Long term pavement performance computed parameter : frost penetration

Selezneva, Olga I.; Jiang, Y. J.; Larson, G.; Puzin, T.; Applied Research Associates

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

i

Long term pavement performance computed parameter : frost penetration

2008-11-01
By Selezneva, Olga I. ; Jiang, Y. J. ; Larson, G. ; ...

[PDF-1.33 MB]

English

Details You May Also Like

Details:

Creators:

Selezneva, Olga I. ; Jiang, Y. J. ; Larson, G. ; Puzin, T.

Selezneva, Olga I. ; Jiang, Y. J. ; Larson, G. ; Puzin, T. Less -
Corporate Creators:

Applied Research Associates
Corporate Contributors:

Turner-Fairbank Highway Research Center ; United States. Federal Highway Administration. Office of Infrastructure Research and Development

Turner-Fairbank Highway Research Center ; United States. Federal Highway Administration. Office of Infrastructure Research and Development Less -
Subject/TRT Terms:

[+]

Frost Frost Damage Pavement Design Pavement Layers Pavement Performance Subgrade (Pavements)
Publication/ Report Number:

FHWA-HRT-08-057
Resource Type:

Tech Report
Edition:

Final report
Contracting Officer:

Wiser, Larry
Corporate Publisher:

Turner-Fairbank Highway Research Center
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance;NTL-HIGHWAY/ROAD TRANSPORTATION-HIGHWAY/ROAD TRANSPORTATION;
Abstract:

As the pavement design process moves toward mechanistic-empirical techniques, knowledge of seasonal changes in pavement structural characteristics becomes critical. Specifically, frost penetration information is necessary for determining the effect of freeze and thaw on pavement structural responses. This report describes a methodology for determining frost penetration in unbound pavement layers and subgrade soil using temperature, electrical resistivity, and moisture data collected for instrumented Long Term Pavement Performance (LTPP) Seasonal Monitoring Program (SMP) sites. The report also contains a summary of LTPP frost depth estimates and a detailed description of the LTPP computed parameter tables containing frost penetration information for 41 LTPP SMP sites. The frost penetration analysis methodology and the accompanying E-FROST program is used in-situ soil temperature as a primary source of data to predict frost depth in unbound pavement layers. In addition to temperature data, electrical resistivity and moisture data were used as supplemental data sources for the analysis when temperatures were close to the freezing isotherm. The Enhanced Integrated Climatic Model (EICM) was used to fill intermediate gaps in the measured soil temperature data.
Format:

PDF
Funding:

DTFH61-02-D-00138
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:4a9eb5d1f2b90ffa23ba405423a8846e1254704e13e0bb89af23df50f56345bf
Download URL:

https://rosap.ntl.bts.gov/view/dot/756/dot_756_DS1.pdf
File Type:

No Additional Files

More +

Long term pavement performance computed parameter : frost penetration

Details:

Supporting Files

You May Also Like