The paper sets up the calculating model of stresses in the support structures according to the character of excavation engineering, using the MARC program.
利用国际著名的MARC非线性软件，针对基坑工程的特点，建立了围护结构和支撑内力的计算模型。
Construction technique of large diameter hollow pile was analyzed. Through the MARC program, large diameter hollow pile was analyzed with simulation method.
分析了大直径空心桩的施工特点，利用MARC软件，对大直径空心桩这一新型基础进行了数值仿真。
Construction technique of large diameter hollow pile was analyzed. Through the MARC program, large diameter hollow pile was analyzed with simulation method.
分析了大直径空心桩的施工特点，利用MARC软件，对大直径空心桩这一新型基础进行了数值仿真。
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