Backcalculation of subgrade stiffness under rubblized PCC slabs using multi-level FWD loads

Sungho Mun, Y. Richard Kim

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Rubblization is an effective rehabilitation method for deteriorated Portland cement concrete (PCC) pavements due to its low initial cost, minimum traffic disruption, and ability to minimize reflective cracking in asphalt overlays. However, the loss of strength in PCC slab due to rubblization creates the demand for a subgrade that is strong enough to handle traffic after rubblization. This paper presents a research effort to develop an analysis method that allows the realistic estimation of subgrade stiffness after rubblization from deflection measurements on intact PCC slabs before rubblization. As a forward model, stress/strain dependent nonlinear subgrade models were incorporated into a finite element analysis (FEA). Based on the synthetic database generated from the FEA, a number of relationships were developed to predict the coefficients in the nonlinear subgrade model from falling weight deflectometer (FWD) deflections.

Original languageEnglish
Title of host publicationAdvanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
Pages925-937
Number of pages13
StatePublished - 2007
EventInternational Conference on Advanced Characterisation of Pavement and Soil Engineering Materials - Athens, Greece
Duration: 20 Jun 200722 Jun 2007

Publication series

NameAdvanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
Volume1

Conference

ConferenceInternational Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
Country/TerritoryGreece
CityAthens
Period20/06/0722/06/07

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