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Influence of Fly Ash–Based Geopolymer Binder on the Sedimentation Behavior of Dredged Mud
Publisher: American Society of Civil Engineers
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
Vertical Stress Isobars for Silos and Square Backfilled Mine Stopes
Publisher: American Society of Civil Engineers
Abstract: Often granular materials are stored in vertical containers with circular or square cross sections. The storage material can be food grains, pharmaceutical powders, chemical pellets, or geomaterials such as mine fills. The ...
Adaptation of Method of Fragments to Axisymmetric Cofferdam Seepage Problem
Publisher: American Society of Civil Engineers
Abstract: The method of fragments can be used to efficiently obtain solutions to a variety of two-dimensional seepage problems, especially confined flow problems. With this method, the flow domain is divided into fragments that span ...
Discussion of “Fiber-Reinforced Fly Ash Subbases in Rural Roads” by Praveen Kumar and Shailendra Pratap Singh
Publisher: American Society of Civil Engineers
Vertical and Radial Consolidation Analysis of Multilayered Soil Using the Spectral Method
Publisher: American Society of Civil Engineers
Abstract: A new, easy to implement, solution to the consolidation of multilayered soil based on the spectral method is presented. Combined vertical and radial drainage under instantaneous or single ramp loading is considered, ignoring ...
Laboratory Study on Strength Development in Cemented Paste Backfills
Publisher: American Society of Civil Engineers
Abstract: Cemented paste backfills (CPBs) are widely used in backfilling underground mine voids. They are fine-grained mine tailings with significant clay content, with a small dosage of a general purpose cement (GPC) or pozzolanic ...
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 ...
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