Closure to “Cement, Lime, and Fly Ashes in Stabilizing Expansive Soils: Performance Evaluation and Comparison” by Masrur Mahedi, Bora Cetin, and David J. White

Author:

Mahedi Masrur1ORCID,Cetin Bora2,White David J.3ORCID

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 813 Bissell Rd., Ames, IA 50011-1066. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 428 S. Shaw Ln., East Lansing, MI 48824 (corresponding author).

3. President and Chief Engineer, Ingios Geotechnics, Inc., P.O. Box 101, Northfield, MN 55057. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Undrained shear strength and swelling characteristics of cement treated soil;Al-Zoubi M. S.;Jordan J. Civ. Eng.,2008

2. Brown, J. R. 1998. Recommended chemical soil test procedures for the north central region. Rep. No. 221. Columbia, MO: Univ. of Missouri-Columbia.

3. Stabilization of expansive Belle Fourche shale clay with different chemical additives

4. Stabilization of clay soils using lime and effect of pH variations on shear strength parameters

5. Geochemical Analysis of Leached Elements from Fly Ash Stabilized Soils

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