Empirical Estimates of Permeability for Earth Dam Projects: On-Demand
This webinar provides a thorough discussion of the range of permeability likely in natural and recompacted embankment soils. Empirical correlations and charts are provided that can assist in the evaluation of design report assumptions and models used for seepage analyses. Various empirical techniques such as the Kozeny-Carman equation, Chapuis’s equation, the Slichter method, and others will be discussed. Examples and illustrated problems will be provided. The importance of anisotropy will also be discussed.
Danny K. McCook, P.E.
Consultant, McCook Geotechnical Engineering, PLLC
Danny K. McCook, P.E., who passed away in 2013, was an independent consulting engineer specializing in the geotechnical analysis and design of small earthen embankments. In his 41 year career with the Natural Resources Conservation Service (he retired from there in October 2008), he prepared geotechnical design reports for hundreds of embankment projects across the US. He was the author of a variety of NRCS publications and training manuals on geotechnical topics. He presented papers at 16 ASDSO National and regional meetings. He received a BS degree from Texas Tech University in 1965 and a MS degree from the University of Nebraska in 1967, and was a registered PE in Texas and a member of ASCE and ASDSO.
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