Effect of Zeolitic Tuff on Strength, Resilient Modulus, and Permanent Strain of Lime-Stabilized Expansive Subgrade Soil

Author:

Abdallah Hussein M.1,Rabab’ah Samer R.2ORCID,Taamneh Madhar M.3,Taamneh Mohammad O.1,Hanandeh Shadi4ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Jordan Univ. of Science & Technology, P.O. Box 3030, Irbid 2210, Jordan.

2. Assistant Professor, Dept. of Civil Engineering, Jordan Univ. of Science & Technology, P.O. Box 3030, Irbid 2210, Jordan (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Yarmouk Univ., P.O. Box 566, Irbid 21163, Jordan.

4. Assistant Professor, Dept. of Civil Engineering, Al-Balqa Applied Univ., Salt 19117, Jordan. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference42 articles.

1. AASHTO. 2008. Mechanistic-empirical pavement design guide: A manual of practice. Washington, DC: AASHTO.

2. Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading

3. Dehydration of Ethanol-Water Azeotropic Mixture by Adsorption Through Phillipsite Packed-Column

4. Al-Jhayyish A. K. 2014. “Incorporating chemical stabilization of the subgrade in pavement design and construction practices.” M.S. thesis Dept. of Civil Engineering Ohio Univ.

5. A Comparative Evaluation of Various Additives Used in the Stabilization of Expansive Soils

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