Evaluation of liquefaction resistance of sand by maximum shear modulus
作者:
Yao‐Chung Chen,
Chih‐Gang Lee,
期刊:
Journal of the Chinese Institute of Engineers
(Taylor Available online 1994)
卷期:
Volume 17,
issue 5
页码: 689-699
ISSN:0253-3839
年代: 1994
DOI:10.1080/02533839.1994.9677635
出版商: Taylor & Francis Group
关键词: liquefaction;resonant column test;torsional shear test;CPT
数据来源: Taylor
摘要:
Laboratory tests and in‐situ seismic cone penetration tests are conducted to evaluate the liquefaction resistance of Lanyang sandy soils. Resonant column tests and cyclic torsional shear tests are performed on remolded samples to establish the relationship between the maximum shear modulus and the liquefaction resistance. The relationship is used to predict the in‐situ liquefaction resistance. Test results show that liquefaction resistance predicted byCPT‐qcis consistent with the one predicted by maximum shear modulus. From the comparisons, the maximum shear modulus is found to be a good index in assessing in‐situ liquefaction resistance.
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