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以注浆理论研究为指导,提出了一种新型注浆材料并阐述软岩力学改性原理,对软岩注浆前后采用工程实测及显微CT扫描试验的方法,分别从宏观、微观的角度并结合工程实践诠释软岩力学改性成效。
Guided by grouting theory, a new type of grouting material is proposed and the principle of mechanical modification of soft rock is expounded. By using engineering measurement and micro-CT scanning test before and after soft rock grouting, macroscopic and microscopic Combined with engineering practice interpretation of soft rock mechanics modification effect.