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加筋稻壳灰改性土动力特性研究

李丽华 张东方 肖衡林 王翠英 邓永锋

岩土力学2023,Vol.44Issue(12):3360-3369,10.
岩土力学2023,Vol.44Issue(12):3360-3369,10.DOI:10.16285/j.rsm.2022.1706

加筋稻壳灰改性土动力特性研究

Dynamic characteristics of reinforced rice husk ash modified soil

李丽华 1张东方 1肖衡林 1王翠英 1邓永锋1

作者信息

  • 1. 湖北工业大学土木建筑与环境学院河湖健康智慧感知与生态修复教育部重点实验室,湖北武汉 430068
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摘要

Abstract

In order to realize the resource utilization of rice husk ash,rice husk ash was incorporated into the soil for improving the soil strength.Large-scale dynamic triaxial tests were carried out on rice husk ash modified soil.The effects of rice husk ash dosage,dynamic stress amplitude and reinforcement method on the cumulative axial deformation,dynamic stress-strain curve and dynamic elastic modulus of the rice husk ash modified soil were analyzed.The results showed that with the increase of rice husk ash content,the maximum dry density of rice husk ash modified soil decreases and the optimal moisture content increases.The content of rice husk ash has a significant influence on the performance of soil.Under the content of 5%-10%rice husk ash,the cumulative axial deformation of rice husk ash modified soil is low,and the soil strength is better.The dynamic stress amplitude and reinforcement method obviously influence the cumulative axial deformation of rice husk ash modified soil.As the number of cycles increases,the hysteresis loop area of the sample decreases and the dynamic elastic modulus increases gradually.Reinforcement materials can improve the performance of soil.For single-layer reinforcement scenario,grid reinforced soil samples surpass other samples in terms of performances.

关键词

稻壳灰/加筋土/大型动三轴试验/轴向累计变形/动应力-动应变曲线/动弹性模量

Key words

rice husk ash/reinforced soil/large dynamic triaxial tests/cumulative axial deformation/dynamic stress-strain curve/dynamic elastic modulus

分类

土木建筑

引用本文复制引用

李丽华,张东方,肖衡林,王翠英,邓永锋..加筋稻壳灰改性土动力特性研究[J].岩土力学,2023,44(12):3360-3369,10.

基金项目

国家自然科学基金(No.52278347,No.U22A20232) (No.52278347,No.U22A20232)

湖北省重点研发计划(No.2022BCA059,No.2023BCB1 12) (No.2022BCA059,No.2023BCB1 12)

湖北工业大学杰出人才基金(No.XJ2021000501).This work was supported by the National Natural Science Foundation of China(52278347,U22A20232),the Key Research and Development Program of Hubei Province(2022BCA059,2023BCB112)and the Hubei University of Technology Outstanding Talent Fund Project(XJ2021000501). (No.XJ2021000501)

岩土力学

OACSCDCSTPCD

1000-7598

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