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    Closure to “Triaxial A‐Value Versus Swell or Collapse for Compacted Soil” by Robert W. Day and Edred T. Marsh 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Robert W. Day; Edred T. Marsh
    Publisher: American Society of Civil Engineers
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    Common Causes of Retaining-Wall Distress: Case Study 

    Source: Journal of Performance of Constructed Facilities:;1996:;Volume ( 010 ):;issue: 001
    Author(s): Edred T. Marsh; Richard K. Walsh
    Publisher: American Society of Civil Engineers
    Abstract: Poor performance of cantilever retaining walls has been observed at many sites in Southern California during postconstruction investigations. It was found that, in many cases, distress occurred because the walls were ...
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    Damage and Distortion Criteria for Residential Slab-on-Grade Structures 

    Source: Journal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 003
    Author(s): Edred T. Marsh; Scott A. Thoeny
    Publisher: American Society of Civil Engineers
    Abstract: Various criteria have been suggested throughout the geotechnical and construction community for maximum allowable differential movement for foundation systems. However, the writers have found very few papers pertaining ...
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    Closure to “Damage and Distortion Criteria for Residential Slab‐on‐Grade Structures” by Edred T. Marsh and Scott A. Thoeny 

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 004
    Author(s): Edred T. Marsh; Scott A. Thoeny
    Publisher: American Society of Civil Engineers
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    Discussion of “State of Practice of Residential Floor Slab Flatness” by Kenneth D. Walsh, Howard H. Bashford, and Brad C. A. Mason 

    Source: Journal of Performance of Constructed Facilities:;2002:;Volume ( 016 ):;issue: 004
    Author(s): Robert W. Day; Edred T. Marsh
    Publisher: American Society of Civil Engineers
    Abstract: The authors should be congratulated on an interesting paper dealing with residential floor slab flatness. The references to our work are also greatly appreciated (i.e., Day 1990; Marsh and Thoeny 1999). Specific comments ...
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    Triaxial <i>A</i> -value versus Swell or Collapse for Compacted Soil 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Robert W. Day; Edred T. Marsh
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this technical note is to compare the triaxial
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    Damage and Distortion Criteria for Residential Slab-on-Grade Structures 

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 004
    Author(s): Geoffrey D. Hichborn Sr.; Kenneth B. Bondy; E. David Colbaugh; Edred T. Marsh; Scott A. Thoeny
    Publisher: American Society of Civil Engineers
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