城陵矶外贸码头是目前长江中游最大水位差的高桩梁板式码头，水文与地质条件复杂，土层坚硬。在设计中，从整体、单体、空间、平面、动力、静力多种模型结合分析，提出了目前国内较大水位差地区斜桩斜度５∶１的高桩梁板式码头结构方案和在坚硬土层条件下的锤击沉桩可行性等工程措施，突破了常规设计的局限 Chenglingji Ferry Terminal is currently the largest water level difference in the middle reaches of the Yangtze River high-pile beam plate wharf, hydrological and geological conditions are complex, hard soil. In the design, based on the combined analysis of multiple models of whole, unitary, space, plane, dynamic and static, this paper puts forward the structure scheme of the high-pile slab wharf with inclined piles of 5:1 Engineering measures such as hammering pile sinking under hard soil conditions have broken through the limitations of conventional design