Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method-Reference-Cited by-同舟云学术

Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method

Published:2016-07 Issue:7 Volume:142 Page:04016017
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Briaud Jean-Louis¹,Abdelmalak Remon²,Zhang Xiong³,Magbo Charles⁴

Affiliation:

1. Professor and Holder of the Buchanan Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

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

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK 99775.

4. Geotechnical Engineer, Geotech Engineering and Testing, 800 Victoria Dr., Houston, TX 77022.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001460

Reference22 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Simulia Corp. Providence RI.

2. 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.

3. ACI (American Concrete Institute). (1968). “Allowable deflections.” ACI 435.3R 435–439.

4. Allen R. G. Periera L. S. Raes D. and Smith M. (1998). “Crop evapotranspiration: Guidelines for computing crop requirements.” Food and Agriculture Organization of the United Nations (FAO) Rome.

5. BRAB (Building Research Advisory Board). (1968). “National research council criteria for selection and design of residential slabs.” National Academy of Sciences Washington DC.

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