无粘结预应力悬臂箱形基础的设计和试验研究

Design and Test Research for Cantilever Box-Foundation with Non-Cohesion Prestressed Reinforced Concrete

将无粘结预应力钢筋混凝土悬臂箱形基础的基底反力和沉降测试结果与理论分析进行了对比，所得任意基底形状箱形基础的基底反力、沉降及倾斜均符合工程实际．

Measurement results of soil-foundation contact reaction and settlements of the cantilever box-Fundation with prestressed reinforced concrete are compared with results of theory analysis. The contact reactions, settlements and dip of the box foundation with arbitrary bottom slab shape are consistent with engineering practise.