首页|高聚物胶凝戈壁土的动残余变形特性试验研究

高聚物胶凝戈壁土的动残余变形特性试验研究

扫码查看
高聚物胶凝戈壁土是将高聚物与戈壁土按一定比例拌合而成的,可有效提高戈壁土的力学性能.为研究高聚物胶凝戈壁土的动残余变形特性,采用中型动三轴试验研究了高聚物质量比、围压、固结比和动应力比等对高聚物胶凝戈壁土残余剪应变和残余体应变的影响.结果表明:高聚物胶凝材料能有效降低戈壁土的动残余变形,高聚物胶凝戈壁土在经受 30 次循环荷载后产生的残余剪应变为天然戈壁土的 15.0%~18.8%,残余体应变为天然戈壁土的 12.1%~22.2%;掺入高聚物质量比为 3%和 12%时,残余剪应变的减小幅度为 85.0%、95.2%,残余体应变的减小幅度为 87.9%、95.5%,且高聚物质量比越大,减小幅度越大.采用投影寻踪回归(projection pursuit regression,PPR)分析了各影响因数对残余变形的影响权重,得出高聚物胶凝戈壁土动残余剪应变和残余体应变的影响权重依次为高聚物质量比、围压、动应力比和固结比.采用指数函数对高聚物胶凝戈壁土的残余变形与振次的关系进行拟合,建立了能反映高聚物质量比影响的高聚物胶凝戈壁土的修正残余变形模型.
Tests study for dynamic residual deformation characteristics of high polymer cementitious Gobi soil
High polymer cementitious Gobi soil is made by mixing high polymer with Gobi soil in a certain ratio,which can effectively improve the mechanical properties of Gobi soil.In order to study the dynamic residual deformation characteristics of high polymer cementitious Gobi soils,the effects of high polymer mass ratio,surrounding pressure,consolidation ratio and dynamic stress ratio on the residual shear strain and residual body strain of high polymer cementitious Gobi soils were investigated in this paper using medium-sized dynamic triaxial tests.The results show that the high polymer cementitious materials can effectively reduce the dynamic residual deformation of Gobi soil,and the residual shear strain of polymer cementitious Gobi soil after 30 cycles of loading is 15.0%~18.8%of that of natural Gobi soil,and the residual body strain is 12.1%~22.2%of that of natural Gobi soil.The reduction of residual shear strain was 85.0%and 95.2%,and the reduction of residual body strain was 87.9%and 95.5%for 3%and 12%of high polymer mass ratio.The larger the high polymer mass ratio,the larger the reduction.Projection pursuit regression(PPR)was used to analyze the influence weights of each influence factor on the residual deformation,and the influence weights of the dynamic residual shear strain and residual body strain of the polymer cementitious Gobi soil were obtained as high polymer mass ratio to peritectic dynamic stress ratio to consolidation ratio.An exponential function was used to fit the relationship between residual deformation and vibration times of polymer cementitious Gobi soil,and a modified residual deformation model of high polymer cementitious Gobi soil was established,which can respond to the effect of high polymer mass ratio.

high polymer cementitious Gobi soildynamic triaxial testresidual shear strainresidual body strainprojection pursuit regressionresidual deformation model

宋优建、杨海华、杨武、高鹏展、沈静东

展开 >

新疆农业大学 水利与土木工程学院,新疆 乌鲁木齐 830052

新疆水利工程安全与水灾害防治重点实验室,新疆 乌鲁木齐 830052

高聚物胶凝戈壁土 动三轴试验 残余剪应变 残余体应变 投影寻踪回归分析 残余变形模型

新疆维吾尔自治区自然科学基金项目

2021D01A100

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(4)
  • 13