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Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions with One-Way Drainage
Publisher: American Society of Civil Engineers
Abstract: A consolidating clay layer can be singly or doubly drained. The degree of consolidation is a function of the initial excess pore pressure distribution and the drainage conditions. Traditional geotechnical engineering ...
Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions
Publisher: American Society of Civil Engineers
Abstract: Although the consolidation settlements beneath foundations and embankments are rarely one dimensional, Terzaghi’s one-dimensional consolidation theory is often applied to these situations to approximate consolidation ...
Phase Spectrum of Surface Gravity Waves
Publisher: American Society of Civil Engineers
Abstract: The common analysis technique for field records of wind waves is the variance spectrum. The phase spectrum, half of the information available from the record, is routinely ignored on the assumption that the Gaussian random ...
Analytical Method to Determine Vertical Stresses within a Granular Material Contained in Right Vertical Prisms
Publisher: American Society of Civil Engineers
Abstract: In the design of large and tall storage containers/structures such as silos, hoppers, and mine stopes, it is often required to determine the stresses within the container, especially at the bottom where stresses are the ...
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