Quality control of subgrade soil using intelligent compaction

Author:

Barman Manik,Nazari Moeen,Imran Syed Asif,Commuri Sesh,Zaman Musharraf,Beainy Fares,Singh Dharamveer

Abstract

Abstract Intelligent Compaction (IC) of subgrade soil has been proposed to continuously monitor the stiffness of subgrade during its compaction. Modern IC rollers are vibratory compactors equipped with (1) an onboard measuring system capable of estimating the stiffness of the pavement material being compacted, (2) Global Positioning System (GPS) sensor to precisely locate the roller, and (3) an integrated mapping and reporting system. Using IC, the roller operator is able to evaluate the entire subgrade and address deficiencies encountered during compaction. Continuous monitoring of quality during construction can help build better quality and long-lasting pavements. However, most of the commercially available IC rollers report stiffness in terms of Original Equipment Manufacturer (OEM) specified indicator, known as Intelligent Compaction Measurement Value (ICMV). Although useful, additional tests are required to establish the correlation between these ICMV values and the resilient modulus of subgrade (M r ). Since the mechanistic design of the pavement is performed using M r , it is important to know if the design M r is achieved on the entire subgrade during compaction. This paper presents a systematic procedure for monitoring the level of compaction of subgrade in real time using intelligent compaction (IC). Specifically, the Intelligent Compaction Analyzer (ICA) developed at the University of Oklahoma was used for estimating the modulus of the subgrade. Results from two demonstration studies show that the ICA is able to estimate subgrade modulus with an accuracy that is acceptable for quality control activities during the construction of pavements.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference41 articles.

1. ARA, Inc. (2004) “Guide for mechanistic–empirical design of new and rehabilitated pavement structures, final report.” NCHRP Project 1-37A

2. AASHTO (1993) Guide for design of pavement structures. AASHTO, National Research Council, Washington, DC

3. Davisch P, Camargo F, Larsen B, Roberson R, Siekmeier J (2006) Validation of DCP and LWD moisture specifications for granular materials. Minnesota Department of Transportation Research Services Section, St. Paul

4. Siekmeier JA, Young D, Beberg D (2000) Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minneosta, Nondestructive Testing of pavement and backcalculation of moduli. ASTM STP 1375(3) West Conshohocken, PA

5. Burnham TR (1997) Application of the dynamic cone penetrometer to minnesota department of transportation pavement assessment procedures. Report No. MN/RD- 97/19. Minnesota Department of Transportation, St. Paul

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