Magnitude and Rate of Migration of Fine Subgrade Soil into Granular Subbase under Scaled Flexible Interstate Pavement

Research output: Contribution to journalConference article

2 Citations (Scopus)

Abstract

Typically pavement structure is comprised of a surface layer (i.e., asphalt or concrete), underlying granular layers known as subbase and/or base, and a compacted subgrade soil layer. During wet seasons when the subgrade becomes saturated, cyclic loading caused by the moving traffic may result in pumping of fine particles from the subgrade up into the subbase. This presents a serious challenge to the pavement structure and may lead to failure of the pavement. The objective of this research is to investigate occurrence of migration of fine particles and to quantify the magnitude and rate of such migration. One-Third scale model mobile load simulator (MMLS3), a type of accelerated pavement testing (APT) device, is utilized to simulate the cyclic traffic loading on scaled flexible pavement that simulates interstate highways. Kenlayer linear elastic program is used to determine the equivalent scaled pavement in the laboratory. The pavement section is constructed on a bed of non-plastic saturated silt as subgrade soil and partially saturated aggregate subbase. The lab testing reveals that under cyclic loading condition considerable amount of fine particles migrated into the subbase. The migrated soil in mass percentage increases with the simulated traffic loading cycles. The migration of subgrade soil into the subbase also varies with the depth in the subbase: more migration occurred in the lower section (closer to the subgrade) than in the upper section of the subbase.

Original languageEnglish (US)
Pages (from-to)425-434
Number of pages10
JournalGeotechnical Special Publication
Volume2018-March
Issue numberGSP 296
DOIs
StatePublished - Jan 1 2018
Event3rd International Foundation Congress and Equipment Expo 2018: Innovations in Ground Improvement for Soils, Pavements, and Subgrades, IFCEE 2018 - Orlando, United States
Duration: Mar 5 2018Mar 10 2018

Fingerprint

subgrade
pavement
Pavements
Soils
soil
cyclic loading
Silt
Highway systems
Testing
asphalt
Asphalt
rate
wet season
simulator
pumping
surface layer
silt
Simulators
Concretes
road

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

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title = "Magnitude and Rate of Migration of Fine Subgrade Soil into Granular Subbase under Scaled Flexible Interstate Pavement",
abstract = "Typically pavement structure is comprised of a surface layer (i.e., asphalt or concrete), underlying granular layers known as subbase and/or base, and a compacted subgrade soil layer. During wet seasons when the subgrade becomes saturated, cyclic loading caused by the moving traffic may result in pumping of fine particles from the subgrade up into the subbase. This presents a serious challenge to the pavement structure and may lead to failure of the pavement. The objective of this research is to investigate occurrence of migration of fine particles and to quantify the magnitude and rate of such migration. One-Third scale model mobile load simulator (MMLS3), a type of accelerated pavement testing (APT) device, is utilized to simulate the cyclic traffic loading on scaled flexible pavement that simulates interstate highways. Kenlayer linear elastic program is used to determine the equivalent scaled pavement in the laboratory. The pavement section is constructed on a bed of non-plastic saturated silt as subgrade soil and partially saturated aggregate subbase. The lab testing reveals that under cyclic loading condition considerable amount of fine particles migrated into the subbase. The migrated soil in mass percentage increases with the simulated traffic loading cycles. The migration of subgrade soil into the subbase also varies with the depth in the subbase: more migration occurred in the lower section (closer to the subgrade) than in the upper section of the subbase.",
author = "Behnoud Kermani and Ming Xiao and Stoffels, {Shelley Marie} and Tong Qiu",
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Magnitude and Rate of Migration of Fine Subgrade Soil into Granular Subbase under Scaled Flexible Interstate Pavement. / Kermani, Behnoud; Xiao, Ming; Stoffels, Shelley Marie; Qiu, Tong.

In: Geotechnical Special Publication, Vol. 2018-March, No. GSP 296, 01.01.2018, p. 425-434.

Research output: Contribution to journalConference article

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AU - Qiu, Tong

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