An evaluation of current design methods of composite foundation of gravel pile for the liquefaction resistance is presented.
对碎石桩复合地基抗液化设计方法进行了分析评价,并对施工技术作了介绍。
The discrepancy between current design methods and actual structural behavior is due to the design methods ignoring membrane action of the floor slab.
现行设计方法和实际结构性能之间产生这种差异是由于设计方法中忽略了楼板的薄膜作用。
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