TECHNICAL PAPERS
Sep 1, 1998

Evaluation of In-Situ Pavement Moduli Using High Resolution Tiltmeter

Publication: Journal of Transportation Engineering
Volume 124, Issue 5

Abstract

This study presents a method of estimating the modulus of elasticity of an existing multilayer pavement system. The method is based on the interpretation of a measured deflection basin. The deflections of the existing pavement were measured using the tiltmeter, a new device of high resolution. The measured deflections are to be matched with deflections from a computer output that corresponds to a specific combination of thicknesses and normalized moduli. The computer program presumes that each layer is linearly elastic, and that the moduli be constant at all points in the layer. The method provides an easy and precise way of estimating the pavement moduli.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Berest, P., Hetuin, E., Blum, P. A., and Saleh, B. (1991). “Mesure en place du module elastique des terrains de surface.”Proc., 10th Eur. Conf. on Soil Mech. and Found. Engrg., Florence, Italy.
2.
Blum, P. A.(1963). “Contribution a l'etude des variations de la vertical en un lieu.”Annales de Geophysique, 19(3), 215–243.
3.
Gucunski, N., and Krstic, V.(1996). “Backcalculation of pavement profiles from spectral-analysis of surface waves test by neural networks using individual receiver spacing approach.”Transp. Res. Rec., 1526, 6–13.
4.
Hoffman, M. S., and Thompson, M. R.(1982). “Comparative study of selected nondestructive testing devices.”Transp. Res. Rec., 852, 32–41.
5.
Hopman, P. C.(1996). “VEROAD: A viscoelastic multilayer computer program.”Transp. Res. Rec., 1539, 72–80.
6.
Irwin, L. H. (1982). “User's guide to MODCOMP I.”Local Roads Program, Cornell Univ., Ithaca, N.Y.
7.
Irwin, L. H. (1977). “Determination of pavement layer moduli from surface deflection data for pavement performance evaluation.”Proc., 4th Int. Conf. on Struct. Design of Asphalt Pavement, Univ. of Michigan, Ann Arbor, Mich., 831–840.
8.
Khanal, P. P., and Mamlouk, M. S.(1997). “Program BIMODPAV for analysis of flexible pavements.”J. Transp. Engrg., ASCE, 123(1), 43–50.
9.
McCullough, B. F., and Taute, A.(1982). “Use of deflection measurements for determining pavement material properties.”Transp. Res. Rec., 852, 8–14.
10.
Nilsson, R. N., Oost, I., and Hopman, P. C.(1996). “Viscoelastic analysis of full-scale pavements: Validation of VEROAD.”Transp. Res. Rec., 1539, 81–87.
11.
Reddy, B. B., and Veeraragavan, A.(1997). “Structural performance of inservice flexible pavements.”J. Transp. Engrg., ASCE, 123(2), 156–167.
12.
Saleh, B., Malkawi, A. I. H., and Blum, P. A.(1996). “In situ determination of a rock mass modulus using a high resolution tiltmeter.”Canadian Geotech. J., 33(2), 350–355.
13.
Saleh, B., Blum, P. A., and Delorme, H.(1991). “New silica compact tiltmeter for deformations measurement.”J. Surv. Engrg., ASCE, 117(1), 27–35.
14.
Saleh, B., and Blum, P. A.(1990). “Study of temperature effect on behavior of structures.”J. Surv. Engrg., ASCE, 116(1), 1–12.
15.
Saleh, B. (1986). “Development d'une nouvelle instrumentation pour les mesures des deformations. Application au genie civil,” PhD thesis, Paris VI Univ., Paris, France.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 124Issue 5September 1998
Pages: 443 - 447

History

Published online: Sep 1, 1998
Published in print: Sep 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Mousa S. Mohsen
Asst. Prof., Dept. of Mech. Engrg., Appl. Sci. Univ., Amman, Jordan.
Bassam Saleh
Asst. Prof., Dept. of Civ. Engrg., Appl. Sci. Univ., Amman, Jordan.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share