Laboratory-Based Correlation between Liquefaction Resistance and Shear Wave Velocity of Sand with Fines

被引：2

作者：

Papadopoulou, Anthi I. ^{[1
]}

Tika, Theodora M. ^{[1
]}

机构：

[1] Aristotle Univ Thessaloniki, Fdn & Geotech Earthquake Engn, Dept Civil Engn, Lab Soil Mech, Thessaloniki 54124, Greece

来源：

GEOTECHNICS | 2021年 / 1卷 / 02期

关键词：

shear wave velocity; bender element; liquefaction resistance; sand; non-plastic; fines; SOIL LIQUEFACTION; NONPLASTIC FINES; STRENGTH; STATE; STRESS; MIXTURES;

D O I：

10.3390/geotechnics1020012

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This paper presents the results of a laboratory investigation into the effect of non-plastic fines on the correlation between liquefaction resistance and the shear wave velocity of sand. For this purpose, undrained stress-controlled cyclic triaxial and bender element tests were performed on clean sand and its mixtures with non-plastic silt. It is shown that the correlation between liquefaction resistance and shear wave velocity depends on fines content and confining effective stress. Based on the test results, correlation curves between field liquefaction resistance and overburden stress corrected shear wave velocity for sand containing various contents of fines are derived. These curves are compared to other previously proposed by field and laboratory studies.

引用

页码：219 / 242

页数：24

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