Performance of Post-Tensioned Foundation Slab on Shrink-Swell Soils: A Case Study of the Briaud’s Tennis Court Slab, College Station, Texas-Reference-Cited by-同舟云学术

Performance of Post-Tensioned Foundation Slab on Shrink-Swell Soils: A Case Study of the Briaud’s Tennis Court Slab, College Station, Texas

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:Innovations in Geotechnical Engineering
language:
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Author:

Abdelmalak Remon¹

Affiliation:

1. Assistant Professor, Faculty of Engineering, Civil Engineering Dept., El-Minia Univ., El-Minia, Egypt.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481639.016

Reference17 articles.

1. Abdelmalak R. (2007). "Soil structure interaction for shrink-swell soils -A new design procedure for foundation slabs on shrink-swell soils." Ph.D. dissertation Department of Civil Engineering Texas A&M University College Station TX.

2. Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas;Abdelmalak R.;Journal of Performance of Constructed Facilities, D4016008.,2016

3. ASTM D1587 / D1587M-15 Standard Practice for Thin-Walled Tube Sampling of Fine-Grained Soils for Geotechnical Purposes ASTM International West Conshohocken PA 2015 www.astm.org

4. ASTM D2216-10 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass ASTM International West Conshohocken PA 2010 www.astm.org

5. ASTM D4318-10e1 Standard Test Methods for Liquid Limit Plastic Limit and Plasticity Index of Soils ASTM International West Conshohocken PA 2010 www.astm.org

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