Search
Now showing items 1-4 of 4
Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations
Publisher: American Society of Civil Engineers
Abstract: Suffusion is the process by which finer soil particles are moved through constrictions between larger soil particles by seepage forces. Soils susceptible to suffusion are described as internally unstable. This technical ...
Investigation of Rate of Erosion of Soils in Embankment Dams
Publisher: American Society of Civil Engineers
Abstract: The slot erosion test and the hole erosion test have been developed to study the erosion characteristics of soil in cracks in embankment dams. The erosion characteristics are described by the erosion rate index, which ...
Time for Development of Internal Erosion and Piping in Embankment Dams
Publisher: American Society of Civil Engineers
Abstract: A method is presented for the approximate estimation of the time for progression of internal erosion and piping, and development of a breach leading to failure in embankment dams and their foundations. The method accounts ...
Closure to “Time for Development of Internal Erosion and Piping in Embankment Dams” by Robin Fell, Chi Fai Wan, John Cyganiewicz, and Mark Foster
Publisher: American Society of Civil Engineers
CSV
RIS