Relationship between Resilient Modulus and Unconfined Compressive Strength for Lime-Stabilized Soils-Reference-Cited by-同舟云学术

Relationship between Resilient Modulus and Unconfined Compressive Strength for Lime-Stabilized Soils

Published:2013-11 Issue:11 Volume:139 Page:1982-1985
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Toohey N. M.¹,Mooney M. A.²,Bearce R. G.³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1500 Illinois St., Golden, CO 80401.

2. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1500 Illinois St., Golden, CO 80401.

3. Graduate Student, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1500 Illinois St., Golden, CO 80401 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000925

Reference16 articles.

1. AASHTO. (1994). “Standard method of test for resilient modulus of unbound granular base/subbase materials and subgrade soils.” AASHTO T294 Washington DC.

2. AASHTO. (2007). “Determining the resilient modulus of soils and aggregate materials.” AASHTO T307-99 Washington DC.

3. AASHTO. (2008). Mechanistic-empirical pavement design guide interim edition: A manual of practice Washington DC.

4. AASHTO. (2010). “Standard method of test for unconfined compressive strength of cohesive soil.” AASHTO T208 Washington DC.

5. ASTM. (2004). “Standard test method for unconfined compressive strength of compacted soil-lime.” ASTM D5102-09 West Conshohoken PA.

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