REINFORCEMENT AND COMPREHENSIVE RECTIFYING DEVIATION OF SOME BUILDING ON SOFT SOIL
软土地基上建筑物加固及综合纠偏

Severe unequal settlement is formed when a nine story building is built on deep thick soft soil. The static press anchored pile, loading method, water jetting method and digging out soil method are comprehensively used to reinforce the foundation and rectify deviation of the building. Engineering practice proves that the effect is satistactory.