重力式码头由胸墙、墙身、抛石基床、墙后回填等组成，靠建筑物自重和结构范围内的填料重量和地基强度保持稳定性。
Finally, the characteristic of slipping in the rubble-bedding of gravity quay is summarized and a checking method is summed up.
最后,总结重力式码头抛石基床内部的滑移特性,并归纳其滑移稳定验算方法。
参考来源 - 重力式码头抛石基床内部滑移破坏研究Control measures of gravity wharf bedding stress and ground bearing capacity make great impact upon project cost.
重力式码头基床应力及地基承载能力的控制措施往往对工程费用影响较大。
参考来源 - 大型深水沉箱码头设计施工优化研究·2,447,543篇论文数据，部分数据来源于NoteExpress
通过分析和比较，验证了钢筋网用于重力式码头防漏砂结构的可行性和优越性。
The feasibility and superiority of the steel mesh sand guard structure to prevent sand leakage for gravity quay walls was verified by way of the analysis and comparison.
探讨重力式码头抛石基床重锤夯实施工中在保证质量的前提下提高作业效率的方法。
The method for raising the efficiency of heavy tamping compaction construction of gravity wharf rubble bed under the prerequisite of guaranteeing quality is approached.
从理论角度分析了软弱地基上建重力式码头的可能性，且从本工程的成功得到了证实。
The possibility of such a construction is studied and analyzed from the theoretical point of view an finally verified by the success of this engineering.
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