Influence of Tensile Strain at Failure on Flexural Properties of a Cementitiously Stabilized Subgrade Soil-Reference-Cited by-同舟云学术

Influence of Tensile Strain at Failure on Flexural Properties of a Cementitiously Stabilized Subgrade Soil

Published:2017-02 Issue:2 Volume:17 Page:04016057
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nazari Moeen¹,Ghabchi Rouzbeh²,Zaman Musharraf³,Commuri Sesh⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019 (corresponding author).

2. Senior Research Fellow, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019.

3. David Ross Boyd Professor and Aaron Alexander Professor of Civil Engineering, Alumni Chair Professor of Petroleum and Geological Engineering, Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019.

4. Gerald Tuma Presidential Professor, School of Electrical and Computer Engineering, Univ. of Oklahoma, 110 West Boyd St., Room 432, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000731

Reference56 articles.

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2. Ahnberg H. (2006). “Strength of stabilised soil—A laboratory study on clays and organic soils stabilised with different types of binder.” Doctoral dissertation Lund Univ. Lund Sweden.

3. Lime stabilization on soil of a selected reclaimed site of Dhaka City;Ansary M. A.;J. Geotech. Eng.,2011

4. Effect of Fly Ash Stabilization on Geotechnical Properties of Chittagong Coastal Soil

5. Arellano D. and Thompson M. R. (1998). “Stabilized base properties (strength modulus fatigue) for mechanistic-based airport pavement design.” Final Rep. FAA Center of Excellence for Airport Pavement Research Rep. No. 4 Dept. of Civil Engineering Univ. of Illinois at Urbana-Champaign Urbana IL.

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