The cause of subway station top floor cracking during construction is analyzed, and the temperature stresses of the monitoring section are computed using the practical test data.
分析了施工阶段地铁车站顶板裂缝的成因，根据实测数据计算了监测段的温度应力。
The application of displacement monitoring and forecasting method, taking the construction of Beijing Xidan subway station as example, have been discussed in detail and some new rules have recognized.
以北京地铁西单车站横通道施工为例，对位移监控及预报方法在地下工程中的实际应用作了详细介绍，得出了某些规律性的认识。
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