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Tall Oedometer Testing: Method to Account for Wall Friction
Publisher: American Society of Civil Engineers
Closure to “Tall Oedometer Testing: Method to Account for Wall Friction” by Julie Lovisa and Nagaratnam Sivakugan
Publisher: American Society of Civil Engineers
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 ...
Simple Approach to Consolidation Due to Constant Rate Loading in Clays
Publisher: American Society of Civil Engineers
Abstract: Terzaghi’s one-dimensional consolidation theory is extended to constant rate of loading, where a simple expression relating average degree of consolidation and time factor is derived. This expression is used to assess ...
Time Factor in Consolidation: Critical Review
Publisher: American Society of Civil Engineers
Abstract: The magnitude of consolidation settlement is often calculated using Terzaghi’s expression for average degree of consolidation (
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 ...
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