高压旋喷注浆是其中的技术方法之一。
介绍了注浆技术在软岩巷道修复施工中的应用。
The application of repairing soft rock-tunnel by pregrouting is introduced.
经多种修补方案比较，最终采用垂直注浆加固方案。
Compared with several reinforcement schemes, the scheme of vertical grouting was adopted finally.
本文对钻探注浆的设计与施工技术进行了重点介绍。
In this paper, the design and construction technology of drilling and grouting was emphatically presented.
具有同步注浆系统、管片安装系统和泡沫注入系统；
It has synchronous grouting system, segment erecting system and foam injecting system.
采用双液注浆法，注浆效果达到100%的堵水率。
Using double liquid grouting method, 100% water cut-off will be realized.
研究水泥浆液比例与注浆压力对浆液扩散范围的影响。
Study the influence of the proportion of grout and grouting pressure to the.
文章对煤矿采空区治理工程中的钻孔注浆问题进行了讨论。
Some problems of bore grouting engineering for coal gob area are discussed in this paper.
这对二次劈裂注浆锚索的设计与施工具有较大的指导意义。
The results are significant to the design and construction of anchor cables with secondary splitting grouting.
模型可以在注浆理论研究、注浆项目设计施工中广泛使用。
The model could be used in grouting theory study and design and construction of project.
模型可以在注浆理论研究、注浆项目设计施工中广泛使用。
The model could be used in grouting theory study and design.
原有巷道支护遭到破损后，采取浅孔注浆方法可收到良好效果。
Good results can be gained using the short-hole grouting for strengthening the existing heading with damaged support.
而注浆质量的检测是保证注浆质量和提高注浆技术水平的关键。
The grouting inspection is a key to ensure grouting quality and to improve grouting technology.
注浆加固实验表明，注浆岩体强度比未注浆有了很大程度的提高。
Experiments of grouting reinforcement indicate that the intensity of grouted rock mass is higher than that of non-grouted.
文章主要介绍了该富水溶槽的注浆设计方案、注浆材料及堵水技术。
The paper introduces the grouting technology and grouting materials employed to stop the water ingress from the water contained karst depression.
通过对注浆参数的修改和注浆工艺的改进，获得了理想的注浆效果。
After some modifications in grouting parameters and several improvements in technology, the satisfactory grouting effect is obtained finally.
文中介绍了注浆的原理和工艺，并以实例说明参数的选择和施工要点。
The principles and technology of grouting were introduced, the selection of grouting parameters and main points of grouting operation were described with examples.
采用有限单元法对巷道注浆支护时的围岩应力和位移进行了计算分析。
The finite element method is used to calculate and analyze the stress and the displacement of host rock when the openings is under the jet grouting support.
本文对注浆工程在设计、施工和理论研究等方面具有一定的参考价值。
This paper has some reference valuable in the design, construction and theoretical research of grouting technique.
锚杆注浆是一种行之有效的控制围岩变形和保证巷道稳定的支护技术。
Anchor concreting is an effective support technique to control surrounding rock deformation and keep tunnel stability.
就一个注浆施工实例，详细阐述了料石井壁壁后注浆技术的原理和应用。
A detailed description of the principle and application of cement injection technology to shaft rock wall are given.
摘要：随着建筑行业的迅猛发展，建筑工程中注浆技术的应用极为广泛。
Abstract: : with the rapid development of the construction industry, building engineering of the grouting technique is widely used.
本抗浮锚杆成孔采用泥浆护壁工艺，注浆采用常压注浆和二次高压注浆。
The hole wall of anchor is sustained by slurry, common pressure grouting and the second high pressure grouting are used.
提出了一种针对深钻孔的注浆封孔新方法——“阶梯”式注浆封孔方法。
It introduces one kind of new technology — "ladder" -like sealing off a borehole by slipping casting.
分析了注浆井底压力与注浆时间、注浆液粘度的关系以及与渗透率的关系；
The pressure in well bottom relation with grouting time, the viscosity of cement liquid and the permeability in the confined aquifer were analyzed.
注浆的过程被模拟成不断在注浆体和土体的边界面上施加均匀压力的过程。
Grouting pressure was added on the borderline of grout and soil in simulation of grouting process.
介绍了综合注浆法施工工艺，以及该技术在岩溶复杂地基处理工程中的应用。
The technique of comprehensive grouting and its use in construction of complex foundation in the karst region are dwelled on.
给出了各种注浆工程的可靠性指标；给出了注浆工程的可靠性设计方法及步骤。
The reliability index of a variety of grouting projects and the reliability design method and procedure have been given.
本文从优化盾构推进参数和同步注浆等方面，就如何控制沉降进行了初步的探讨。
This paper from the optimizing shield thrusting parameters and synchronous grouting etc. discusses how to control the subsidence.
结果表明：注浆对管片产生的压力，随注浆时间的增长、注浆压力的增大而增大。
It shows that the pressure on segments increases with the increasing of grouting pressure and grouting time period.
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