首页|冰碛土体化学浆液注浆扩散模式与距离影响机制研究

冰碛土体化学浆液注浆扩散模式与距离影响机制研究

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采用注浆法对土体进行固化的工程中,浆液在土体中的扩散距离是评估注浆效果的重要指标.为了探究化学浆液在冰碛土体中的扩散情况及其影响因素,通过自研的室内注浆实验装置,改变注浆压力,记录注浆时间、注浆量、浆液扩散距离等参数的变化,探究化学浆液在冰碛土体中的扩散距离影响机制.研究结果表明:① 浆液的最大扩散距离主要取决于劈裂缝隙的扩散状况,最小扩散距离则与出浆口附近浆液的渗透距离有相关;② 实验中注浆压力对浆液实际注入量的影响很小,不同注浆压力下的浆液注入量最大差异只有 0.15 kg左右,且无明显规律;③ 浆液扩散模式以劈裂扩散为主,其次是渗透扩散,随着注浆压力的增大,渗透扩散的占比逐渐增大;④ 浆液的扩散距离主要受到注浆压力的影响,随着注浆压力增大而增大,注浆压力大于 1.2 MPa时,扩散距离增幅有所提升.上述研究结论可以为冰碛土体的化学浆液注浆施工提供一定的理论依据.
Study on Diffusion Mode and Distance Influence Mechanism of Chemical Grout Grouting in Moraine Soil
The diffusion distance of slurry in soil is an important index to evaluate the grouting effect in the engineering of solidification of rock and soil mass by grouting method.In order to explore the diffusion of chemical grout in moraine soil and its influencing factors,this paper uses a self-developed indoor grouting experimental device to change the grouting pressure and record the changes of experimental parameters such as grouting time,grouting amount and grout diffusion distance,so as to ex-plore the influencing mechanism of chemical grout diffusion distance in moraine soil.The results show that:① the maximum diffusion distance of the grout mainly depends on the diffusion state of the splitting gap,and the minimum diffusion distance is related to the permeation distance of the grout near the outlet.② In the experiment,the grouting pressure has little influence on the actual injection amount of grout.Under different grouting pressure,the maximum difference of the injection amount of grout is only about 0.15 kg,and there is no obvious rule.③ The slurry diffusion mode is mainly split diffusion,followed by perme-ation diffusion,and the proportion of permeation diffusion gradually increases with the increase of grouting pressure.④ The dif-fusion distance of the slurry is mainly affected by the grouting pressure,and increases with the increase of the grouting pres-sure.When the grouting pressure is greater than 1.2 MPa,the increase of the diffusion distance is increased.The above re-search conclusions can provide some theoretical basis for the chemical slurry grouting construction of the moraine soil layer.

grouting pressuresplitchemical slurrymoraine soildiffusion distance

樊锴、孙伟、李争荣、冯兴隆、王少勇、陈冲、姜明归

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昆明理工大学国土资源工程学院,云南 昆明 650093

云南迪庆有色金属有限责任公司,云南 迪庆 674400

北京科技大学土木与资源工程学院,北京 100083

注浆压力 劈裂 化学浆液 冰碛土体 扩散距离

国家自然科学基金项目云南省重大科技项目云南省基础研究计划项目云南省基础研究计划项目

51964023202202AG050014202101BE070001-038202201AT070146

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(6)