大直径盾构侧穿地铁站的变形预测与实测结果分析
the subway station and the analysis of the test result
通过数值计算方法对北京地下直径线侧穿地铁2号线某车站的结构变形进行预测，并将预测值与实测值进行对比和差异性原因分析，以期对类似工程预测变形、指定控制指标有一定指导作用。
Deformation forecast is proceeded for the structure of Beijing underground diameter side penetrating one station of metro line 2 by numerical value analysis. The comparative analysis and reasons of difference analysis is proceeded too between predicted value and measured value. Deformation prediction results have certain guiding role for engineering construction alike.
大直径盾构 / 地铁车站 / 变形预测 / 监测 / 数值分析
large diameter shield / subway station / deformation forecast / monitoring / numerical value analysis
张继清（1963—），男，山西临县人，高级工程师，主要从事隧道及地下工程方面的施工及研究工作
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