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    Discussion of “Method for Evaluation of Depth of Wetting in Residential Areas” by Kenneth D. Walsh, Craig A. Colby, William N. Houston, and Sandra L. Houston 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): John D. Nelson; Kuo-Chieh Chao; Daniel D. Overton
    Publisher: American Society of Civil Engineers
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    Design and Installation of Deep Benchmarks in Expansive Soil 

    Source: Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Kuo-Chieh Chao; Daniel D. Overton; John D. Nelson
    Publisher: American Society of Civil Engineers
    Abstract: Benchmarks are typically regarded as stable points to provide references for elevations. In areas with expansive soils, special techniques are necessary to provide benchmarks that are free from ground movements. To prevent ...
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    Lessons Learned from Foundation and Slab Failures on Expansive Soils 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 003
    Author(s): Erik J. Nelson; Kuo Chieh Chao; John D. Nelson; Daniel D. Overton
    Publisher: American Society of Civil Engineers
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    Design Procedure and Considerations for Piers in Expansive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): John D. Nelson; Erik G. Thompson; Robert W. Schaut; Kuo-Chieh Chao; Daniel D. Overton; Jesse S. Dunham-Friel
    Publisher: American Society of Civil Engineers
    Abstract: The design of pier foundations in expansive soils is an important and challenging aspect of geotechnical engineering. Established methods for pier analysis include rigid and elastic methods. These methods have certain ...
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