CAJ | 학술논문

结合连云港港徐圩港区的地质特点，提出一种将驳岸和码头结构结合的新型框筒式码头结构形式，并建立相应的数值模型，分析框筒式结构的变形和稳定，得出新型框筒码头结构的稳定性能够满足施工期和使用期变形稳定要求；框筒结构的水平位移主要在施工期完成，使用期水平变形在10 cm以内，而且前板桩墙和桩基共同变位，相对位移差在毫米量级上，不会影响上面门机作业。
결합련운항항서우항구적지질특점，제출일충장박안화마두결구결합적신형광통식마두결구형식，병건립상응적수치모형，분석광통식결구적변형화은정，득출신형광통마두결구적은정성능구만족시공기화사용기변형은정요구；광통결구적수평위이주요재시공기완성，사용기수평변형재10 cm이내，이차전판장장화장기공동변위，상대위이차재호미량급상，불회영향상면문궤작업。
Combined with the geological features of Xuwei Port in Lianyungang Port, we proposed a new frame drum wharf structure type by combining revetment and wharf structure, and established its numerical model, analyzed its deformation and stability. The results are obtained that the stability of new frame drum wharf structure can meet the deformation stability require-ment in construction and applying period, the horizontal displacement of frame drum structure is mainly complete in construc-tion period, the applying horizontal displacement is within 10 cm, the sheet pile wall and pile foundation are together deformed, the relative displacement difference is on the order of millimeters, the unloaders operation will not be affected.