Besides the change of supporting axial force reflects that of the diaphragm wall displacement.
此外，支撑轴力的变化反映了地下连续墙体的位移变化。
This article also analyses in detail that various calculation conditions and influence of change of the parameters of fill materials on horizontal displacement of the concrete diaphragm wall.
本文对各种计算情况、填料参数的变化对混凝土防渗墙变位的影响进行了详细的对比分析研究。
It is shown by numerical analysis that the lining-wall is critical for the safety of diaphragm and the displacement of diaphragm will be doubled without lining-wall.
计算表明：分层逆作法施工内衬墙对地下连续墙的变形影响很大，没有内衬墙时地下连续墙变形增加一倍。
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