Open Access. Powered by Scholars. Published by Universities.®
Articles 1 - 2 of 2
Full-Text Articles in Engineering
Geotechnical Laboratory Testing For 2-D Fem Analysis Of Geomorphic And Planar Sloped Caps And Covers For Sustainable Mine Refuse Deposition, Sun Hee Park
Graduate Theses, Dissertations, and Problem Reports
This thesis reports the findings of the application of Geomorphic Landform Design principles to the Royal Scot abandoned coarse coal refuse (CCR) pile located in Greenbrier County, West Virginia. The Royal Scot facility has many environmental concerns including severe erosion, acid-mine/rock drainage, and sediment transport. A cap and cover system is proposed to be implemented which incorporates the GLD principles. A two-layer cap and cover system will be used to reclaim the site and return it back to a stable state and reduce the production of acid-mine drainage. The system is composed of a hydraulic barrier composed of compacted CCR, …
Lateral Torsional Buckling Response In Glass Fiber Reinforced Polymer Composite Beams And Comparison With Ansys Modeling & Design Equations, Santosh Vangala
Lateral Torsional Buckling Response In Glass Fiber Reinforced Polymer Composite Beams And Comparison With Ansys Modeling & Design Equations, Santosh Vangala
Graduate Theses, Dissertations, and Problem Reports
Glass fiber reinforced polymer (GFRP) composites have the potential to replace the existing conventional materials in Civil Engineering like steel and concrete. Such potential can be attributed to the numerous advantages GFRP composites have over conventional materials. Some of the advantages are: high strength-to-weight ratio, corrosion resistance, low life cycle cost and maintenance, nonmagnetic and electronic transparency. As the application of GFRP is on the rise, the need for developing accurate design equations for these materials has been imperative. The GFRP composites are manufactured through pultrusion and although they have numerous advantages they are less stiff than similar profiles made …