The in-situ experiment results demonstrate that this technology is suitable with notable effect. 现场试验表明，采用劈裂注浆加固是可行的，且效果显著。
Through the field experiment concerned, the necessary parameters for the numerical calculation of the pre-stressed anchorage are obtained. 通过预应力锚杆的现场试验，获取了数值计算所必需的参数。
