Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation

Y. H. Byun; B. Feng; I. Qamhia; E. Tutumluer

Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation

Y. H. Byun, B. Feng, I. Qamhia, E. Tutumluer

Department of Agricutural civil engineering

University of Illinois

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

An improved understanding of pavement permanent deformation accumulation and factors contributing to the base course rutting behavior is important for pavement design, construction, maintenance and modeling. This paper provides laboratory test results and predictive rutting model analyses from an ongoing research project at the University of Illinois at Urbana-Champaign (UIUC). Moisture-density, monotonic triaxial shear and repeated-load triaxial tests were conducted on four aggregate materials having different gradations. A rutting model developed at UIUC predicts permanent strains as a function of number of load repetitions, applied deviator stress, and mobilized Shear Stress (to strength) Ratio (SSR). The model was developed based on the permanent strain trends measured on aggregate specimens from laboratory tests. Applied stress states and SSR levels were found to be the most important in controlling the development of permanent deformation at typically the most critical low confinement conditions.

Original language	English
Title of host publication	Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018
Editors	Eyad Masad, Ilaria Menapace, Amit Bhasin, Tom Scarpas, Anupam Kumar
Publisher	CRC Press/Balkema
Pages	497-500
Number of pages	4
ISBN (Print)	9781138313095
State	Published - 2018
Event	International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018 - Doha, Qatar Duration: 16 Apr 2018 → 18 Apr 2018

Publication series

Name	Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018

Conference

Conference	International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018
Country/Territory	Qatar
City	Doha
Period	16/04/18 → 18/04/18

Cite this

Byun, Y. H., Feng, B., Qamhia, I., & Tutumluer, E. (2018). Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation. In E. Masad, I. Menapace, A. Bhasin, T. Scarpas, & A. Kumar (Eds.), Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018 (pp. 497-500). (Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018). CRC Press/Balkema.

Byun, Y. H. ; Feng, B. ; Qamhia, I. et al. / Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation. Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018. editor / Eyad Masad ; Ilaria Menapace ; Amit Bhasin ; Tom Scarpas ; Anupam Kumar. CRC Press/Balkema, 2018. pp. 497-500 (Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018).

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title = "Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation",

abstract = "An improved understanding of pavement permanent deformation accumulation and factors contributing to the base course rutting behavior is important for pavement design, construction, maintenance and modeling. This paper provides laboratory test results and predictive rutting model analyses from an ongoing research project at the University of Illinois at Urbana-Champaign (UIUC). Moisture-density, monotonic triaxial shear and repeated-load triaxial tests were conducted on four aggregate materials having different gradations. A rutting model developed at UIUC predicts permanent strains as a function of number of load repetitions, applied deviator stress, and mobilized Shear Stress (to strength) Ratio (SSR). The model was developed based on the permanent strain trends measured on aggregate specimens from laboratory tests. Applied stress states and SSR levels were found to be the most important in controlling the development of permanent deformation at typically the most critical low confinement conditions.",

author = "Byun, {Y. H.} and B. Feng and I. Qamhia and E. Tutumluer",

note = "Publisher Copyright: {\textcopyright} 2018 Taylor & Francis Group, London.; International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018 ; Conference date: 16-04-2018 Through 18-04-2018",

year = "2018",

language = "English",

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series = "Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018",

publisher = "CRC Press/Balkema",

pages = "497--500",

editor = "Eyad Masad and Ilaria Menapace and Amit Bhasin and Tom Scarpas and Anupam Kumar",

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Byun, YH, Feng, B, Qamhia, I & Tutumluer, E 2018, Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation. in E Masad, I Menapace, A Bhasin, T Scarpas & A Kumar (eds), Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018. Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018, CRC Press/Balkema, pp. 497-500, International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018, Doha, Qatar, 16/04/18.

Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation. / Byun, Y. H.; Feng, B.; Qamhia, I. et al.
Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018. ed. / Eyad Masad; Ilaria Menapace; Amit Bhasin; Tom Scarpas; Anupam Kumar. CRC Press/Balkema, 2018. p. 497-500 (Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation

AU - Byun, Y. H.

AU - Feng, B.

AU - Qamhia, I.

AU - Tutumluer, E.

PY - 2018

Y1 - 2018

N2 - An improved understanding of pavement permanent deformation accumulation and factors contributing to the base course rutting behavior is important for pavement design, construction, maintenance and modeling. This paper provides laboratory test results and predictive rutting model analyses from an ongoing research project at the University of Illinois at Urbana-Champaign (UIUC). Moisture-density, monotonic triaxial shear and repeated-load triaxial tests were conducted on four aggregate materials having different gradations. A rutting model developed at UIUC predicts permanent strains as a function of number of load repetitions, applied deviator stress, and mobilized Shear Stress (to strength) Ratio (SSR). The model was developed based on the permanent strain trends measured on aggregate specimens from laboratory tests. Applied stress states and SSR levels were found to be the most important in controlling the development of permanent deformation at typically the most critical low confinement conditions.

AB - An improved understanding of pavement permanent deformation accumulation and factors contributing to the base course rutting behavior is important for pavement design, construction, maintenance and modeling. This paper provides laboratory test results and predictive rutting model analyses from an ongoing research project at the University of Illinois at Urbana-Champaign (UIUC). Moisture-density, monotonic triaxial shear and repeated-load triaxial tests were conducted on four aggregate materials having different gradations. A rutting model developed at UIUC predicts permanent strains as a function of number of load repetitions, applied deviator stress, and mobilized Shear Stress (to strength) Ratio (SSR). The model was developed based on the permanent strain trends measured on aggregate specimens from laboratory tests. Applied stress states and SSR levels were found to be the most important in controlling the development of permanent deformation at typically the most critical low confinement conditions.

UR - http://www.scopus.com/inward/record.url?scp=85061264910&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:85061264910

SN - 9781138313095

T3 - Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018

SP - 497

EP - 500

BT - Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018

A2 - Masad, Eyad

A2 - Menapace, Ilaria

A2 - Bhasin, Amit

A2 - Scarpas, Tom

A2 - Kumar, Anupam

PB - CRC Press/Balkema

T2 - International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2018

Y2 - 16 April 2018 through 18 April 2018

ER -

Byun YH, Feng B, Qamhia I, Tutumluer E. Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation. In Masad E, Menapace I, Bhasin A, Scarpas T, Kumar A, editors, Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018. CRC Press/Balkema. 2018. p. 497-500. (Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018).

Applied stress states in relation to strength controlling unbound aggregate base permanent deformation accumulation

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