首页|WIS新型注浆材料在隧道岩溶管道中扩散规律试验研究

WIS新型注浆材料在隧道岩溶管道中扩散规律试验研究

扫码查看
为探究WIS新型注浆材料在隧道岩溶管道中的扩散规律,针对隧道岩溶管道涌水特征,搭建可视化岩溶直管道注浆模拟系统,基于正交试验研究3种粒径的WIS新型注浆材料在动水注浆下管道直径、动水流速、注浆速率对浆液扩散封堵距离的影响规律,并提出浆水速率比θ对浆液扩散规律的作用机理.选取典型工况探讨注浆封堵体的特征,对比分析注浆扩散过程中压力场、流速场等多物理场的动态演化特征.结果表明:动水流速是影响浆液扩散封堵距离的外部主控因素;浆液在有效扩散范围内顺水扩散封堵距离与浆水速率比θ呈负相关关系;注浆扩散过程中动水流速衰减速率呈慢—快,压力增长速率呈慢—快—慢变化趋势直至实现封堵;浆液未实现封堵时动水流速呈先降低后升高,压力呈先升高后降低变化趋势.
Experimental Study on Diffusion Characteristics of WIS New Grouting Material in Tunnel Karst Conduit
In order to explore the diffusion law of WIS new grouting material in tunnel karst conduit,a visualized simulation system for grouting in karst straight conduit was built based on the characteristics of water inflow in tunnel karst conduit.Orthogonal experiments were conducted to study the influence of pipe diameter,water flow velocity,and grouting rate on the diffusion and plugging distance of slurry under dynamic water grouting for three particle sizes of WIS new grouting material.The mechanism of slurry diffusion law under different slurry/water rate ratios(θ)was proposed.Typical conditions were selected to discuss the characteristics of grouting plugging body,and the dynamic evolution characteristics of multiple physical fields such as pressure field and velocity field during grouting diffusion process were compared and analyzed.The results show that the dynamic water flow velocity is the main external con-trol factor affecting the diffusion and plugging distance of slurry.The plugging distance of slurry diffusion along the water flow direction within the effective diffusion range is negatively correlated with the slurry/water rate ratio θ.During the grouting diffusion process,the attenuation rate of dynamic water flow velocity and the rate of pressure in-crease show a slow-fast trend until plugging is achieved.Before the slurry is fully plugged,the dynamic water flow velocity decreases first and then increases,while the pressure increases first and then decreases.

Karst conduitWIS new grouting materialDynamic water groutingOrthogonal experimentsDiffusion law

王振军、张庆松、惠冰、刘人太、张旭

展开 >

山东省交通科学研究院,济南 250104

山东大学岩土与地下工程研究院,济南 250061

岩溶管道 WIS新型注浆材料 动水注浆 正交试验 扩散规律

国家自然科学基金资助项目国家自然科学基金资助项目国家重点研发计划资助项目济南市高校二十条资助项目

52021005523783522022YFB2302204-05-4202228071

2024

现代隧道技术
中铁西南科学研究院有限公司 中国土木工程学会隧道及地下工程分会

现代隧道技术

CSTPCD北大核心
影响因子:1.493
ISSN:1009-6582
年,卷(期):2024.61(3)