Biaxial testing of brittle repair material for rigid pavements

Geore Z. Voyiadjis; Taher M. Abu-Lebdeh

Biaxial testing of brittle repair material for rigid pavements

Louisiana State University

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

Abstract

Most codes of practice prescribe procedures for selecting patch configuration and material based on test devised for evaluating new pavement materials. This study is aimed at examined the special consideration to be given to such evaluation procedures and to suggest improved procedures for brittle repair materials, based on additional tests. Three different repair materials, namely plain concrete, steel fiber concrete, and rapid patch material (Duracal cement) are investigated. Tests are conducted on two different patch configurations (transition and rectangular) and three different patch depths (2, 4 and 6 inches). The experimental procedure to evaluate a brittle repair material considers four tests, namely uniaxial strength test, biaxial strength test, bond strength test and shear test of a repaired pavement joint.

Original language	English
Title of host publication	Structures Congress XII
Publisher	Publ by ASCE
Pages	964-971
Number of pages	8
ISBN (Print)	087262952X
State	Published - 1994
Externally published	Yes
Event	Proceedings of the Structures Congress '94 - Atlanta, GA, USA Duration: Apr 24 1994 → Apr 28 1994

Publication series

Name	Structures Congress XII

Conference

Conference	Proceedings of the Structures Congress '94
City	Atlanta, GA, USA
Period	04/24/94 → 04/28/94

Cite this

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title = "Biaxial testing of brittle repair material for rigid pavements",

abstract = "Most codes of practice prescribe procedures for selecting patch configuration and material based on test devised for evaluating new pavement materials. This study is aimed at examined the special consideration to be given to such evaluation procedures and to suggest improved procedures for brittle repair materials, based on additional tests. Three different repair materials, namely plain concrete, steel fiber concrete, and rapid patch material (Duracal cement) are investigated. Tests are conducted on two different patch configurations (transition and rectangular) and three different patch depths (2, 4 and 6 inches). The experimental procedure to evaluate a brittle repair material considers four tests, namely uniaxial strength test, biaxial strength test, bond strength test and shear test of a repaired pavement joint.",

author = "Voyiadjis, \{Geore Z.\} and Abu-Lebdeh, \{Taher M.\}",

year = "1994",

language = "English",

isbn = "087262952X",

series = "Structures Congress XII",

publisher = "Publ by ASCE",

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booktitle = "Structures Congress XII",

note = "Proceedings of the Structures Congress '94 ; Conference date: 24-04-1994 Through 28-04-1994",

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T1 - Biaxial testing of brittle repair material for rigid pavements

AU - Voyiadjis, Geore Z.

AU - Abu-Lebdeh, Taher M.

PY - 1994

Y1 - 1994

N2 - Most codes of practice prescribe procedures for selecting patch configuration and material based on test devised for evaluating new pavement materials. This study is aimed at examined the special consideration to be given to such evaluation procedures and to suggest improved procedures for brittle repair materials, based on additional tests. Three different repair materials, namely plain concrete, steel fiber concrete, and rapid patch material (Duracal cement) are investigated. Tests are conducted on two different patch configurations (transition and rectangular) and three different patch depths (2, 4 and 6 inches). The experimental procedure to evaluate a brittle repair material considers four tests, namely uniaxial strength test, biaxial strength test, bond strength test and shear test of a repaired pavement joint.

AB - Most codes of practice prescribe procedures for selecting patch configuration and material based on test devised for evaluating new pavement materials. This study is aimed at examined the special consideration to be given to such evaluation procedures and to suggest improved procedures for brittle repair materials, based on additional tests. Three different repair materials, namely plain concrete, steel fiber concrete, and rapid patch material (Duracal cement) are investigated. Tests are conducted on two different patch configurations (transition and rectangular) and three different patch depths (2, 4 and 6 inches). The experimental procedure to evaluate a brittle repair material considers four tests, namely uniaxial strength test, biaxial strength test, bond strength test and shear test of a repaired pavement joint.

UR - https://www.scopus.com/pages/publications/0028060775

M3 - Conference contribution

SN - 087262952X

T3 - Structures Congress XII

SP - 964

EP - 971

BT - Structures Congress XII

PB - Publ by ASCE

T2 - Proceedings of the Structures Congress '94

Y2 - 24 April 1994 through 28 April 1994

ER -

Biaxial testing of brittle repair material for rigid pavements

Abstract

Publication series

Conference

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