在松散的滑坡堆积碎石土和中强风化岩地基上进行加密灌浆，取得了明显的加固效果。
This paper introduced the grouting effects of the foundation reinforce on the incompact soil with gravels and the weathered rock.
根据得到的动力学参数与治理前的数据比较，检验治理后碎石土边坡灌浆效果。
The comparison of dynamic parameters and the data before governance tested the grouting effect of debris slope after governance.
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