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分别采用规范法和三维有限元法,对马鞍山长江公路大桥北锚沉井基础进行了稳定性分析,给出了计算结果及分析了计算结果产生差异的原因。
The stability of the north anchored caisson foundation of the Ma’anshan Changjiang River Highway Bridge is analyzed respectively by the standard method and the three-dimensional finite element method. The calculation results are given and the reasons for the differences are also analyzed.