Location

St. Louis, Missouri

Session Start Date

4-26-1981

Session End Date

5-3-1981

Abstract

The Generalized Masing Curve, recently proposed, has been improved in this paper to involve the effect of pore pressure on shear modulus and damping ratio. Fraction cycle method for pore pressure generation can be adopted to avoid the iterative computation, which is necessary in equivalent cycle method.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

4-26-1981

Document Version

Final Version

Rights

© 1981 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Soil Model of Effective Stress for Seismic Loadings

St. Louis, Missouri

The Generalized Masing Curve, recently proposed, has been improved in this paper to involve the effect of pore pressure on shear modulus and damping ratio. Fraction cycle method for pore pressure generation can be adopted to avoid the iterative computation, which is necessary in equivalent cycle method.