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软土地基在路堤荷载作用下 ,会发生工后沉降。本人从公路纵坡、横坡的要求分析 ,提出工后不均匀沉降指标。
Soft ground under embankment load, post-construction settlement will occur. I from the highway longitudinal slope, cross-slope analysis of the requirements, put forward post-construction uneven settlement indicators.