Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas-Reference-Cited by-同舟云学术

Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas

Published:2017-06 Issue:3 Volume:31 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Abdelmalak Remon¹,Briaud Jean-Louis²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, El-Minia Univ., El-Minia 11432, Egypt (corresponding author).

2. Professor and Holder of Buchanan Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000978

Reference16 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 Dept. of Civil Engineering Texas A&M Univ. College Station TX.

2. ASTM. (2010). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass ” ASTM D2216-10 West Conshohocken PA.

3. ASTM. (2010). “Standard test methods for liquid limit plastic limit and plasticity index of soils ” ASTM D4318-10e1 West Conshohocken PA.

4. ASTM. (2014). “Standard test methods for determining the amount of material finer than 75-μm (No. 200) sieve in soils by washing ” ASTM D1140-14 West Conshohocken PA.

5. ASTM. (2014). “Standard test methods for specific gravity of soil solids by water pycnometer ” ASTM D854-14 West Conshohocken PA.

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