The reasons and hazards of settlement in road - bridge transition section are analyzed.

结合秦沈客运专线,针对高速铁路路桥过渡段沉降问题开展研究.

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Applying for MARC software, three - dimensional numerical model of differential settlement at bridge - subgrade transition section was built.

应用MARC软件, 建立路桥过渡段差异沉降的三维计算模型.

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In the transition section radius should not less than the specified value on the pattern.

过渡段内半径不得小于图样规定值.

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