摘要
利用美国产MTS815 Flex GT岩石力学试验系统对高压旋喷灌浆凝结体进行了水—力耦合的三轴试验。在同时考虑围压和水压对凝结体力学参数影响的情况下,建立了凝结体强度参数关于围压和水压的非线性函数关系的预测模型,实现了对工程中不同深度、不同层位灌浆凝结体强度参数的预测。
The water-force coupling triaxial test for high-pressure rotary spray irrigation concretion was made by MTS815 Flex GT rock mechanics test system which made in American. The prediction model of main mechanical parameters about the nonlinear function relation of confining pressure and hydraulic pressure was established at the same time considering the confining pressure and hydraulic pressure on the mechanical parameters of concretion. The prediction model of the strength parameters for concretion was built,the prediction of strength parameters of concretion in different depth and horizon was achieved.
引文
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