【摘要】 本文结合实际工程论述了堆载预压法和真空井点降水堆载联合预压法加固软土地基的设计、施工技术与经验。实践证明 ,在一定的地质条件下 ,即使工期不很充分 ,只要运用得当 ,堆载预压法和真空井点降水堆载联合预压法能够有效地减小工后沉降 ,消除桥头跳车更多还原

【Abstract】 The paper states the design, construction technology and experience for the consolidation of soft soil ground base with heaped pre compression method and vacuum well point dropping heaped combied pre compression method with the combination of the actual project. The practice proves that even if the stage of the construction is not so sufficient, provided the application is proper, the heaped pre compression method and vacuum well point dropping heaped combined pre compression method can effectively reduce the settlement after the construction and eliminate the jumping at the bridge head in a certain geological condition.更多还原