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
Author:
Affiliation:
1. Independent Geotechnical Consultant, 5485 South Autumn Court, Greenwood Village, CO 80111-3417; formerly, President, Aguirre Engineers, Inc.
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.1943-5606.0000208
Reference13 articles.
1. Chao K. C. Overton D. D. and Nelson J. D. (2006). “The effects of site conditions on the predicted time rate of heave.” Proc. 4th Int. Conf. on Unsaturated Soils ASCE Reston VA 1–12.
2. Diewald G. A. (2003). “A modified soil suction heave prediction protocol: with new data from Denver expansive soil sites ”M.S. thesis Univ. of Colorado Denver.
3. Climate‐Controlled Soil Design Parameters for Mat Foundations
4. Verification of Depth of Wetting for Potential Heave Calculations
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1. Expansive soils;ICE Manual of Geotechnical Engineering, Second edition, Volume I;2023-01
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