TRB Pubsindex
Text Size:

Title:

Cone Penetrometer Equipped with Piezoelectric Sensors for Measurement of Soil Properties in Highway Pavement
Cover of Cone Penetrometer Equipped with Piezoelectric Sensors for Measurement of Soil Properties in Highway Pavement

Accession Number:

01047004

Record Type:

Monograph

Availability:

National Technical Information Service

5301 Shawnee Road
Alexandria, VA 22312 United States
Order Number: PB2007-107339

Abstract:

This Innovations Deserving Exploratory Analysis project developed a mobile and robust cone penetrometer prototype with piezoelectric sensors to measure soil properties in highway pavement. Work in the initial stage focused on fabricating a prototype equipment with attention to its portability and ruggedness and other features necessary for field use. Sensors for the cone penetrometer were purchased and tested, and the original instrument design was modified to make it more rugged and sensitive. A software based on the theory of wave propagation in granular materials was developed for field data analysis. Laboratory tests on the system using two different types of soils, one fine grained and the other coarse grained, showed good results and repeatability for resilient modulus, shear modulus and Poisson's ratio. The shear moduli of the soils agree well with that calculated by Hardin and Richards equation. Work in the second stage focused on design improvement and field testing of the prototype equipment. Final design modifications to the prototype were made and the equipment was fabricated. The design modifications were aimed at making the equipment lightweight for easy handling and sensors waterproof to allow its use in wet soils. A vibration system was also introduced to help drive the penetrometer in the ground smoothly. The Ohio Department of Transportation has provided a test site in Delaware County for evaluating the equipment in the field. A commercial manufacturer has signed a memorandum of understanding with Case Western Reserve University for commercialization of the equipment.

Supplemental Notes:

This NCHRP-IDEA investigation was conducted by Case Western Reserve University, Cleveland, Ohio. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

Report/Paper Numbers:

TRB-NCHRP-112

Language:

English

Authors:

Zeng, X David

Pagination:

24p

Publication Date:

2006-10

Serial:

NCHRP-IDEA Program Project Final Report

Publisher: Transportation Research Board

Edition:

Final Report

Period Covered:

January 2005 - July 2006

Media Type:

Print

Features:

Figures; Photos; References

Uncontrolled Terms:

Subject Areas:

Bridges and other structures; Design; Geotechnology; Highways; I42: Soil Mechanics

Files:

TRIS, TRB

Created Date:

Apr 26 2007 10:13AM