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Digital Library / STP / STP1437-EB
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Resilient Modulus Testing for Pavement Components
Durham GN, DeGroff WL, Marr WA
Pages: 269
Published: 2003
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Nineteen peer-reviewed papers address the latest issues affecting the resilient modulus test and use of the test results. Resilient modulus indicates the stiffness of a soil under controlled confinement conditions and repeated loading. The test is intended to simulate the stress conditions that occur in the base and subgrade of a pavement system. Papers cover: • Repeatability of the test by testing replicated test specimens under the same conditions. • Background of test startup and QC procedures • Review of the LTPP test program • Effect of water content and pore water pressure buildup on the resilient modulus of unsaturated and saturated cohesive soils • Importance of the value of resilient modulus on required pavement thickness This book is a valuable resource for highway engineers, geotechnical engineers, laboratory personnel who conduct pavement tests, pavement designers, and foundation engineers.
Table of Contents
Overview PDF
Use of Resilient Modulus Test Results in Flexible Pavement Design
Nazarian S., Abdallah I., Meshkani A., Ke L.
AASHTO T307 — Background and Discussion
Groeger J., Rada G., Lopez A.
Repeatability of the Resilient Modulus Test Procedure
Boudreau R.
Implementation of Startup Procedures in the Laboratory
Groeger J., Bro A., Rada G., Lopez A.
Resilient Modulus Variations with Water Content
Li J., Qubain B.
Effect of Moisture Content and Pore Water Pressure Buildup on Resilient Modulus of Cohesive Soils in Ohio
Butalia T., Huang J., Kim D., Croft F.
Design Subgrade Resilient Modulus for Florida Subgrade Soils
Bandara N., Rowe G.
Resilient Modulus of Soils and Soil-Cement Mixtures
Trindade T., Carvalho C., Silva C., de Lima D., Barbosa P.
Geotechnical Characterization of a Clayey Soil Stabilized with Polypropylene Fiber Using Unconfined Compression and Resilient Modulus Testing Data
Iasbik I., de Lima D., Carvalho C., Silva C., Minette E., Barbosa P.
A Low-Cost High-Performance Alternative for Controlling a Servo-Hydraulic System for Triaxial Resilient Modulus Apparatus
Bejarano M., Heath A., Harvey J.
A Fully Automated Computer Controlled Resilient Modulus Testing System
Marr W., Hankour R., Werden S.
A Simple Method for Determining Modulus of Base and Subgrade Materials
Nazarian S., Yuan D., Williams R.
Resilient Modulus Testing Using Conventional Geotechnical Triaxial Equipment
Konrad J., Robert C.
Resilient Modulus Test — Triaxial Cell Interaction
Boudreau R., Wang J.
Comparison of Laboratory Resilient Modulus with Back-Calculated Elastic Moduli from Large-Scale Model Experiments and FWD Tests on Granular Materials
Tanyu B., Kim W., Edil T., Benson C.
Resilient Modulus Testing of Unbound Materials: LTPP's Learning Experience
Rada G., Groeger J., Schmalzer P., Lopez A.
Resilient Modulus — Pavement Subgrade Design Value
Boudreau R.
The Use of Continuous Intrusion Miniature Cone Penetration Testing in Estimating the Resilient Modulus of Cohesive Soils
Mohammad L., Herath A., Titi H.
Characterization of Resilient Modulus of Coarse-Grained Materials Using the Intrusion Technology
Titi H., Mohammad L., Herath A.
Author Index
Subject Index
Committee: D18
Paper ID: STP1437-EB
DOI: 10.1520/STP1437-EB
ISBN-EB: 978-0-8031-5482-7
 ASTM International is a member of CrossRef.
0-8031-3461-4
978-0-8031-3461-4
STP1437-EB
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