该工程在施工中发生基坑涌水量约1.5万m~3/d的承压水,地基遭受突涌破坏。勘探证实,地基处于规模较大的断层区,裂隙溶岩发育,地下水丰富,强力降水已不能奏效。经移位并采用基岩注浆堵水方法取得了较理想的效果.本文介绍了该工程处理承压水的过程及方法。 Occurred in the construction of the project pit excavation of about 15000 m ~ 3 / d of water pressure, the ground subjected to sudden surge damage. Exploration confirmed that the foundation is located in a large fault area, the development of fractured lava, groundwater rich, strong rainfall has not worked. The displacement and the use of bedrock grouting method has achieved good results.In this paper, the project process and method of pressure water treatment.