In order to effectively control the different settlement between the two foundations, the foundation "s stiffness is enhanced and the pillow layer is adopted."
为了有效地减小两种地基之间的差异沉降及其影响,采用增强基础刚度和设置褥垫层的方法。
Based on in-situ plate loading test P-S curve, a new settlement computation of the foundation is proposed.
根据原位土压板试验的P - S曲线来建立沉降计算的新方法。
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