NASTRAN, was employed to analyse the structural response of the three-dimensional asphalt pavement under the quiescent load.
NASTRAN对静载作用下的三维沥青路面结构模型进行了数值响应分析。
The quiescent load testing method for a single pile on complex subgrade in current code is not fit for the full work of bearing capacity of the soil.
现行规范中单桩复合地基试验的方法不利于地基土承载力的充分发挥。
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