时速200 km铁路桥梁桩基在高烈度地震软土地区设计及沉降控制的基本特点
시속200 km철로교량장기재고열도지진연토지구설계급침강공제적기본특점
Design on Pile Foundation of 200-km/h Railway Bridge in Highly Intensive Seismic Soft Soil Area as Well as Basic Characteristics of Settlement Control
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