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RISComparison and Correction of Modulus Reduction Models for Clays and Silts
Publisher: American Society of Civil Engineers
Discussion of “<i>Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand</i>” by James K. Mitchell and Zoltan V. Solymar (November, 1984)
Publisher: American Society of Civil Engineers
Discussion of “<i>Cyclic Testing and Modeling of Interfaces</i>” by C. S. Desai, E. C. Drumm, and M. M. Zaman (June, 1985, Vol. 111, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Load Transfer for Pipe Piles in Highly Pressured Dense Sand</i>” by Michael W. O'Neill and Richard D. Raines (August, 1991, Vol. 117, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Cyclic Axial Loading Analysis of Piles in Sand</i>” by Harry G. Poulos (June, 1989, Vol. 115, No. 6)
Publisher: American Society of Civil Engineers
Probabilistic Seismic Hazard Analysis for Maximum Seismic Shear Stresses in Soils Using Improved Ground-Motion Parameters
Publisher: American Society of Civil Engineers
Abstract: Maximum seismic shear stresses (
Prediction Model of Shear Wave Velocity by Using SPT Blow Counts Based on the Conditional Probability Framework
Publisher: American Society of Civil Engineers
Stokes Theory for Waves on Linear Shear Current
Publisher: American Society of Civil Engineers
Abstract: A third‐order Stokes theory for waves on a linear shear current is outlined. Pressure predictions from the theory must recognize a vorticity term in the Bernoulli equation. Solutions may use either of the Stokes definitions ...
One Solution of Three-Dimensional Boundary Value Problems in the Couple-Stress Theory of Elasticity
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper describes a numerical approach for elastic boundary value problems in the linear, couple-stress theory on the basis of the “indirect fictitious-boundary integral method.” In this ...