Journal ArticleDOI
Semi-empirical procedures for evaluating liquefaction potential during earthquakes
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TLDR
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.About:
This article is published in Soil Dynamics and Earthquake Engineering.The article was published on 2006-02-01. It has received 651 citations till now. The article focuses on the topics: Liquefaction.read more
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I and i
TL;DR: There is, I think, something ethereal about i —the square root of minus one, which seems an odd beast at that time—an intruder hovering on the edge of reality.
Journal ArticleDOI
Interpretation of cone penetration tests — a unified approach
TL;DR: The electric cone penetration test (CPT) has been in use for over 40 years and is growing in popularity in North America as discussed by the authors, and some recent updates on the interpretation of some key g...
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Assessment of the Liquefaction Susceptibility of Fine-Grained Soils
TL;DR: The results of cyclic tests indicate that the Chinese criteria are not reliable for determining the liquefaction susceptibility of fine-grained soils as discussed by the authors, and the plasticity index (PI) is a better indicator of soil susceptibility.
Journal ArticleDOI
CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential
Robb E.S. Moss,Raymond B. Seed,Robert E. Kayen,Jonathan P. Stewart,A. Der Kiureghian,Kemal Onder Cetin +5 more
TL;DR: In this paper, the authors present a complete methodology for both probabilistic and deterministic assessment of seismic soil liquefaction triggering potential based on the cone penetration test (CPT).
CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential - eScholarship
TL;DR: In this article, the authors present a complete methodology for both probabilistic and deterministic assessment of seismic soil liquefaction triggering potential based on the cone penetration test (CPT).
References
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Journal ArticleDOI
I and i
TL;DR: There is, I think, something ethereal about i —the square root of minus one, which seems an odd beast at that time—an intruder hovering on the edge of reality.
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.
Journal ArticleDOI
The strength and dilatancy of sands
TL;DR: In this paper, the strength and dilatancy of 17 sands in axisymmetric or plane strain at different densities and confining pressures are collated, and the critical state angle of shearing resistance of soil which is shearing at constant volume is determined experimentally within a margin of about 1°, being roughly 33° for quartz and 40° for feldspar.
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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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T. L. Youd,Izzat M. Idriss +1 more