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Izzat M. Idriss
Researcher at University of California, Davis
Publications - 78
Citations - 13125
Izzat M. Idriss is an academic researcher from University of California, Davis. The author has contributed to research in topics: Liquefaction & Soil liquefaction. The author has an hindex of 39, co-authored 78 publications receiving 11668 citations. Previous affiliations of Izzat M. Idriss include Woodward, Inc. & University of California, Berkeley.
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Journal ArticleDOI
Simplified procedure for evaluating soil liquefaction potential
H. Bolton Seed,Izzat M. Idriss +1 more
TL;DR: Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating the potential of sand during earthquakes is presented as mentioned in this paper.
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Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils
T. L. Youd,Izzat M. Idriss +1 more
TL;DR: In 1996, a workshop sponsored by the National Center for Earthquake Engineering Research (NCEER) was convened by Professors T. L. Youd and I. M. Idriss with 20 experts to review developments over the previous 10 years as mentioned in this paper.
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Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils
TL;DR: In this article, a simple relationship is proposed to relate the shear modulus of a cohesionless soil to a modulus stiffness coefficient, which is a soil property and depends on the characteristics of the soil, and the effective mean principal stress at any point in the soil.
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Evaluation of Liquefaction Potential Using Field Performance Data
TL;DR: In this article, a simplified procedure for evaluating the liquefaction potential of sand deposits using data obtained from standard penetration tests is reviewed, and the results of this study are then extended to other magnitude earthquakes using a combination of laboratory and field data.
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Semi-empirical procedures for evaluating liquefaction potential during earthquakes
TL;DR: In this paper, semi-empirical procedures for evaluating the liquefaction potential of saturated cohesionless soils during earthquakes are re-examined and revised relations for use in practice are recommended.