河北水利电力学院学报2025，Vol.35Issue(2)：61-66,81,7.DOI:10.16046/j.cnki.issn2096-5680.2025.02.011
泡沫轻质土路基水理特性研究
Study on Water Physical Properties of Foam Light Soil Subgrade
摘要
Abstract
Due to a series of subgrade problems caused by the change of dry and wet environment,in order to study the hydraulic properties of foam light soil subgrade,unconfined compressive strength tests were carried out on specimens with different water content and different silty clay content,and the varia-tion laws of peak strength,residual strength and secant modulus E50 of foam light soil were analyzed.The results show that:(1)the peak strength,residual strength and secant modulus E50 of foam light soil de-crease with the increase of silty clay content and soaking time;(2)The dynamic modulus shows a trend of first increasing and then decreasing with the increase of water content,and the higher the content of silty clay,the smaller the dynamic modulus;(3)In order to meet the requirements of the bearing capacity of foam light soil and have less brittleness,the content of silty clay should be 24%.关键词
泡沫轻质土/峰值强度/残余强度/割线模量(E50)/动弹性模量Key words
foam light soil/peak strength/residual strength/secant modulus(E50)/dynamic elastic modulus分类
交通运输引用本文复制引用
王雅超,张立群,崔宏环,万伟,马江平..泡沫轻质土路基水理特性研究[J].河北水利电力学院学报,2025,35(2):61-66,81,7.基金项目
河北建筑工程学院创新基金(XY2024017) （XY2024017）
