分析结果表明，加固后的复合地基承载力和沉降量满足工程设计的要求。
The analysis results show that both the bearing capacity and settlement of composite foundation meet the need of engineering design.
分析结果表明，施工各阶段，建筑物主体体沉降速率及幅度均较小，各点沉降基本均匀。
The result showed that, the point subsidence of the building was even, and the volume extent and velocity was limited.
通过对浃里陈大桥桥头试验段的真空度、地下水位、流量、孔隙水压力、地表沉降等现场监测结果的分析；
The observation results of the bridge head experimental site of Jialichen Bridge are analyzed such as vacuum degree, ground water table, flowrate, pore water pressure and surface settlement.
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