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

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 003
    Author(s): Remon Abdelmalak; Jean-Louis Briaud
    Publisher: American Society of Civil Engineers
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    Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Jean-Louis Briaud; Remon Abdelmalak; Xiong Zhang; Charles Magbo
    Publisher: American Society of Civil Engineers
    Abstract: Stiffened slabs-on-grade are one of the most economical solutions for 1- to 3-story buildings on shrink-swell soils. They consist, for example, of 1-m-deep, 0.3-m-wide beams resting on the soil, spaced 4 m apart in both ...
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    Stiffened Slab-On-Grade on Shrink-Swell Soil: New Design Method 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Jean-Louis Briaud; Remon Abdelmalak; Xiong Zhang; Charles Magbo
    Publisher: American Society of Civil Engineers
    Abstract: Stiffened slabs-on-grade are one of the most economical solutions for 1- to 3-story buildings on shrink-swell soils. They consist, for example, of 1-m-deep, 0.3-m-wide beams resting on the soil, spaced 4 m apart in ...
    Request PDF
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    DSpace software copyright © 2002-2015  DuraSpace
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