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纳米硅溶胶改良辽宁台安砂土的抗液化性能研究

刘钢 任星龙 赵明志 郭文博 张冲

地震工程学报2024,Vol.46Issue(1):39-49,11.
地震工程学报2024,Vol.46Issue(1):39-49,11.DOI:10.20000/j.1000-0844.20221110003

纳米硅溶胶改良辽宁台安砂土的抗液化性能研究

Liquefaction resistance of Taian sand in Liaoning Province treated with nano colloidal silica

刘钢 1任星龙 1赵明志 1郭文博 1张冲1

作者信息

  • 1. 西华大学建筑与土木工程学院,四川成都 610039||西华大学岩土工程研究所,四川成都 610039
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摘要

Abstract

As a type of liquefiable sand,the sand in Taian,Liaoning Province,has liquefaction re-sistance,which is of great engineering importance.To explore the improvement effect of nano colloidal silica(CS)on the liquefaction resistance of Taian sand,a series of undrained dynamic triaxial tests was conducted to compare the liquefaction characteristics of pure and treated sand samples.The effects of CS concentration and curing time on the dynamic characteristics of the sand samples were analyzed.The research results indicate that(1)CS improves the liquefaction resistance of Taian sand.Under the action of a dynamic load,no liquefaction damage occurs in the treated sand samples.(2)The dynamic pore pressure and dynamic strain of the samples rapidly decrease at first and then stabilize with increasing the CS concentration and curing time.When the CS concentration increases to 4%and the curing time reaches three weeks,the improvement effect of the sample's liquefaction resistance is not obvious.(3)The hysteresis curve of CS-treated sand samples becomes more stable than that of the pure sand samples.With increasing CS con-centration,the damping decreases first and then tends to be stable,and the dynamic elastic mod-ulus gradually increases and then tends to be gentle,with a certain fluctuation.With increasing curing time,the damping decreases and the dynamic elastic modulus increases.The research results provide a reference for sand liquefaction treatment in the Taian region of Liaoning Prov-ince.

关键词

纳米硅溶胶/台安砂土/动三轴试验/抗液化性能/动力特性

Key words

nano colloidal silica/Taian sand/dynamic triaxial test/liquefaction resistance/dynamic characteristics

分类

建筑与水利

引用本文复制引用

刘钢,任星龙,赵明志,郭文博,张冲..纳米硅溶胶改良辽宁台安砂土的抗液化性能研究[J].地震工程学报,2024,46(1):39-49,11.

基金项目

国家自然科学基金(51878560) (51878560)

国家自然科学基金青年基金项目(51408491) (51408491)

教育部春晖计划项目(z2016155) (z2016155)

地震工程学报

OA北大核心CSTPCD

1000-0844

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