Theory and technology of preventing water from flooding roadways

Sheng-gen CAO, Shi-song HOU, Zhong-hua LI
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引用次数: 2

Abstract

According to the principle of effective stress action of rock and soil, we established a mechanical model of water flooding into roadways, analyzed the constitutive relation of hydrodynamic pressure and contact pressure of rock and soil and discovered that the process of pre-grouting of a roadway curtain is a dynamically balancing process in which effective stress keeps gradually increasing and pore water pressure gradually declines. In such a grouting process, the initial water plugging effect is realized when the effective stress and total stress reaches equilibrium. A rigid-flexible packing layer is designed behind the brickwork to increase the effective stress and reduce pore water pressure in order to have a permanent water proof performance. This provides a theoretical basis for roadway driving and permanent water prevention. The monitoring and application results show that the initial and permanent waterproof theory has provided an effective method for roadway driving and making it waterproof.

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道路防水理论与技术
根据岩土有效应力作用原理,建立了水侵巷道的力学模型,分析了动水压力和岩土接触压力的本构关系,发现巷道帷幕预注浆过程是一个有效应力逐渐增大、孔隙水压力逐渐减小的动态平衡过程。在此灌浆过程中,当有效应力与总应力达到平衡时,实现初始堵水效果。在砌体后面设计刚柔填料层,增加有效应力,降低孔隙水压力,具有永久防水性能。为巷道掘进和永久防水提供了理论依据。监测和应用结果表明,初始和永久防水理论为巷道掘进和防水提供了有效的方法。
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