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Three-Dimensional Method of Fragments to Study Drainage through Hydraulic Fill Stopes
Publisher: American Society of Civil Engineers
Abstract: The method of fragments is a simple technique for determining the flow rate, pore water pressure, and exit gradient in two-dimensional confined flow problems. This method is extended to a three-dimensional hydraulic fill ...
Vertical Stress Isobars for Trenches and Mine Stopes Containing Granular Backfills
Publisher: American Society of Civil Engineers
Abstract: The vertical stresses within granular fills contained in trenches can be determined using Marston’s theory or numerical modeling. Marston’s theory gives only the average value of the vertical stress at a depth. Numerical ...
Consolidation Behavior of Fly Ash-Based Geopolymer-Stabilized Dredged Mud
Publisher: American Society of Civil Engineers
Abstract: Ports use soft dredged material for land reclamation to address land scarcity and environmental constraints. Land reclaimed with soft dredged material has the properties of high compressibility and slow consolidation that ...
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 ...
Load Coefficient for Ditch Conduits Covered with Geosynthetic-Reinforced Granular Backfill
Publisher: American Society of Civil Engineers
Abstract: Conduits buried in narrow trenches and covered with granular soil backfills are commonly used for several services. Because of soil arching action, a significant fraction of self-weight of the backfill is transferred to ...
Discussion of “Fiber-Reinforced Fly Ash Subbases in Rural Roads” by Praveen Kumar and Shailendra Pratap Singh
Publisher: American Society of Civil Engineers
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