Seismic Modulus Maturity Function for Lime and Lime–Cement Stabilized Clay-Reference-Cited by-同舟云学术

Seismic Modulus Maturity Function for Lime and Lime–Cement Stabilized Clay

Published:2016-03 Issue:3 Volume:28 Page:04015150
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Bearce R. G.¹,Mooney M. A.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001430

Reference40 articles.

1. AASHTO. (2008). “Mechanistic-empirical pavement design guide (MEPDG): A manual of practice.” Washington DC.

2. Ahnberg H. and Holmen M. (2008). “Laboratory determination of small-strain moduli in stabilized soils.” Swedish Geotechnical Institute Linkoping Sweden.

3. Alexander M. L. and Doty R. N. (1978). “Determination of strength equivalency factors for the design of lime-stabilized roadways.” California Dept. of Transportation Sacramento CA.

4. ASTM. (1998). “Practice for estimating concrete strength by the maturity method.” ASTM C1074 West Conshohocken PA.

5. ASTM. (2006). “Standard test method for using pH to estimate the soil-lime proportion requirement for soil stabilization.” ASTM D6276-99a West Conshohocken PA.

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