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以弹性地基粱为基础,介绍了八达岭高速站基坑的力学分析方法。通过计算分析,对基坑的受力状态,地表沉降及基坑的稳定性进行评价,讨论了该法作为基坑设计方法的合理可行性,对其他工程的设计与施工有一定的参考价值。
Based on the elastic foundation beam, the mechanical analysis method of foundation pit at Badaling Expressway is introduced. Through calculation and analysis, the state of foundation pit, surface subsidence and stability of foundation pit are evaluated. The reasonable and feasibility of this method as foundation pit design method is discussed. It is of certain reference value to the design and construction of other projects.