Moisture Reduction Factors for Shear Strength of Unsaturated Reinforced Embankments

Author:

Hatami Kianoosh1,Esmaili Danial2,Chan Edmund C.3,Miller Gerald A.4

Affiliation:

1. Associate Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019 (corresponding author).

2. NRC Postdoctoral Research Associate, Federal Highway Administration, Turner-Fairbank Highway Research Center, Room 206, 6300 Georgetown Pike, McLean, VA 22101; formerly, Ph.D. Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma Norman, OK 73019.

3. Project Manager, Geotech Engineering and Testing, 4100 Greenbriar Dr., Apt 429, Houston, TX 77098; Formerly, M.Sc. Student, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

4. Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference36 articles.

1. AASHTO. (2012). “Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes.” M 145-91 Washington DC.

2. ASTM. (2006). “Standard test methods for amount of material in soils finer than No. 200 (75-µm) sieve.” D-1140 West Conshohocken PA.

3. ASTM. (2007). “Standard test methods for particle-size analysis of soils.” D-422 West Conshohocken PA.

4. ASTM. (2010). “Standard test method for measuring mass per unit area of geotextiles.” D5261 West Conshohocken PA.

5. ASTM. (2011a). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D2487 West Conshohocken PA.

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