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。
We can calculate compressibility modulus of the desert sand from this Normalization compression curve and apply it to the settlement computation of desert foundation.
利用该归一化压缩曲线可计算不同初始干密度、不同应力范围下沙漠砂的压缩模量，并将其结果应用于沙漠地基的沉降计算。
A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method.
提出了由地下连续墙-桩-箱或筏所构成的复合基础的沉降计算方法，该方法定义为二阶段沉降计算方法。
A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method.
提出了由地下连续墙-桩-箱或筏所构成的复合基础的沉降计算方法，该方法定义为二阶段沉降计算方法。
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