Composite Special Moment Frames
Wide Flange Beam to Concrete-Filled Steel Column Connections
Prepared by the Composite Construction Committee of the Metals Technical Administrative Committee of the Structural Engineering Institute of ASCEComposite Special Moment Frames: Wide Flange Beam to Concrete-Filled...
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
he ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering will serve as a medium for dissemination of research findings, best practices and concerns, and for discussion...
Geomechanical Model for Rock Foundation Settlement
Implementation of Unsaturated Soil Mechanics During Pavement Construction QA
A Presentation of Cnoidal Wave Theory for Practical Application
Surface Discharge of Horizontal Warm-Water Jet
Velocity and Temperature in Buoyant Surface Jet
Wave-Induced Eddies and Lift Forces on Circular Cylinders
3-D Hydraulic Model of Waves Generated by Displacements
Journal of Nanomechanics and Micromechanics
The Journal of Nanomechanics and Micromechanics brings science and applications together on nanoscale and nanostructured materials, with emphasis on mechanics, processing, characterization, design, modeling,...
Caisson Construction Problems and Correction in Chicago
Originally published in
Application of Unsaturated Soil Mechanics in Pavement Subgrade Design
Carving the Worlds' Largest Rock Monument: Where Art Meets Rock Mechanics
Critical State Soil Mechanics Model of Soil Consolidation Stresses around a Driven Pile
Static Cone to Compute Static Settlement over Sand
(Originally published in
Simulating Radionuclide Transport Away from an Underground Nuclear Test: Linking Non-Isothermal Flow and Mechanistic Reactive Transport
The low-yield (0.75 kiloton) Cambric underground nuclear test situated in alluvium below the water table offers unique perspectives on radionuclide transport in groundwater. The Cambric...
Discussion of
(Originally published in
Application of Critical State Soil Mechanics to the Prediction of Axial Capacity for Driven Piles in Clay
Modelling of Displacement Piles in Sand Using a Pressure Chamber
Experimental
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