Characteristics of liquefaction of level sandy ground during the tokachioki earthquake
TLDR
In this paper, field investigations to clarify the characteristics of liquefaction of level sandy ground were carried out at Nanaehama beach near Hakodate in Hokkaido after the Tokachioki earthquake of 1968.About:
This article is published in Soils and Foundations.The article was published on 1970-01-01 and is currently open access. It has received 23 citations till now. The article focuses on the topics: Soil liquefaction & Seismic microzonation.read more
Citations
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Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations
TL;DR: In this paper, the authors clarified the meaning of the values of standard penetration resistance used in correlations of field observations of soil liquefaction with values of N1 measured in SPT tests.
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Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential
K. Onder Cetin,Raymond B. Seed,Armen Der Kiureghian,Kohji Tokimatsu,Leslie F. Harder,Robert E. Kayen,Robert E. S. Moss +6 more
TL;DR: In this paper, the authors present new correlations for assessment of the likelihood of initiation (or triggering) of soil liquefaction, which eliminate several sources of bias intrinsic to previous, similar correlations, and provide greatly reduced overall uncertainty and variance.
Journal ArticleDOI
Empirical correlation of soil liquefaction based on spt n-value and fines content
Kohji Tokimatsu,Yoshiaki Yoshimi +1 more
TL;DR: In this article, a critical review of field performance of sandy soil deposits during past earthquakes was conducted with special emphasis being placed on Standard Penetration Test N-values and fines content.
Journal ArticleDOI
Energy dissipation and seismic liquefaction in sands
TL;DR: In this paper, a statistical representation of seismic liquefaction is presented based on the postulate that pore water pressure increases are proportional to the dissipated seismic energy density, based on approximately fifty case histories.
Journal ArticleDOI
Probabilistic Model for the Assessment of Cyclically Induced Reconsolidation (Volumetric) Settlements
TL;DR: A maximum likelihood framework for the probabilistic assessment of cyclically induced reconsolidation settlements of saturated cohesionless soil sites is described in this article, where the volumetric strain correlation is used as an integral part of the proposed model.
References
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Characteristics of liquefied sands during mino-owari, tohnankai and fukui earthquakes
TL;DR: In this paper, the results of field investigations at the places where sand volcanoes were formed and eruption of water and soil was observed during Mino-Owari, Tohnankai and Fukui earthquakes were presented.
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Simplified procedure for evaluating soil liquefaction potential
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