Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design. Volume 1: Fid-Bau Portal

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Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design. Volume 1

M. M. Zaman / J. G. Laguros / P. Tian / J. Zhu / K. K. Pandey

A comprehensive study involving laboratory testing of resilient moduli (MR) of aggregate materials, determination of layer coefficients, and their application in AASHTO flexible pavement design was conducted. Three coarse aggregates, namely, Richard Spur (RS) Sawyer, and Meridian, that are commonly used as subbase/base of roadway pavements in Oklahoma were selected. Based on the Los Angeles abrasion values, the RS and the Sawyer aggregates are considered good quality aggregates, whereas the Meridian is considered a marginal aggregate.

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Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design. Volume 1

M. M. Zaman / J. G. Laguros / P. Tian / J. Zhu / K. K. Pandey

A comprehensive study involving laboratory testing of resilient moduli (MR) of aggregate materials, determination of layer coefficients, and their application in AASHTO flexible pavement design was conducted. Three coarse aggregates, namely, Richard Spur (RS) Sawyer, and Meridian, that are commonly used as subbase/base of roadway pavements in Oklahoma were selected. Based on the Los Angeles abrasion values, the RS and the Sawyer aggregates are considered good quality aggregates, whereas the Meridian is considered a marginal aggregate.

Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design. Volume 1

M. M. Zaman / J. G. Laguros / P. Tian / J. Zhu / K. K. Pandey

A comprehensive study involving laboratory testing of resilient moduli (MR) of aggregate materials, determination of layer coefficients, and their application in AASHTO flexible pavement design was conducted. Three coarse aggregates, namely, Richard Spur (RS) Sawyer, and Meridian, that are commonly used as subbase/base of roadway pavements in Oklahoma were selected. Based on the Los Angeles abrasion values, the RS and the Sawyer aggregates are considered good quality aggregates, whereas the Meridian is considered a marginal aggregate.

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Titel:

Resilient Moduli of Raw and Stabilized Aggregate Bases and Evaluation of Layer Coefficients for AASHTO Flexible Pavement Design. Volume 1

Beteiligte:

M. M. Zaman (Autor:in) / J. G. Laguros (Autor:in) / P. Tian (Autor:in) / J. Zhu (Autor:in) / K. K. Pandey (Autor:in)

Erscheinungsdatum:

1998

Format / Umfang:

180 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Highway Engineering , Soil & Rock Mechanics , Construction Equipment, Materials, & Supplies , Aggregates , Resilience , Base courses , Asphalt pavements , Flexible pavements , Cement kilns , Fly ash , Moisture , Soil stabilization , Oklahoma

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