岩土工程学报2024，Vol.46Issue(10)：2051-2059,9.DOI:10.11779/CJGE20230380
含水率影响下黄土盾构隧道壁后注浆浆液扩散特性试验研究
Experimental study on diffusion characteristics of backfill grouting in shield tunnels of loess under effects of moisture content
摘要
Abstract
To reveal the diffusion form and law of backfill grouting in shield tunnels of loess,considering the characteristics of shield tail,a model test system with real-time monitoring for moisture content,seepage pressure and soil pressure and visualization of diffusion process is established.Considering the different moisture contents of loess,the grout diffusion form and the variation law of moisture content,seepage pressure and soil pressure during grouting process are studied through the model tests.The results show that under the same dry density,different moisture contents have a significant effects on the diffusion form of backfill grouting.When the moisture content is 10%,the grout does not diffuse obviously,and an obvious interface is formed between the grout and soil.Only the moisture content at the interface changes significantly,and the soil pressure of each layer is large.When the moisture content is 20%and 30%,the grout diffusion range increases,the moisture content of each layer of soil changes,the soil pressure and seepage pressure show step curves,and obvious grout veins are formed in the soil.The grout diffusion forms in shield tunnels of loess are mainly compaction diffusion,pressure filtration diffusion and splitting diffusion.关键词
黄土盾构隧道/壁后注浆/模型试验/浆液扩散形式Key words
shield tunnel of loess/backfill grouting/model test/grout diffusion form分类
交通工程引用本文复制引用
叶飞,李思翰,夏天晗,张才飞,韩兴博..含水率影响下黄土盾构隧道壁后注浆浆液扩散特性试验研究[J].岩土工程学报,2024,46(10):2051-2059,9.基金项目
国家自然科学基金项目(51878060,52108360) （51878060,52108360）
中国博士后科学基金项目(2020M683398) （2020M683398）
