CAJ | 학술논문

针对我国港口与海岸工程建设的需要，详细分析、介绍了不考虑地震荷载作用和考虑地震荷载作用两种情况下日本规范中格型钢板桩结构的计算方法。在抗剪计算中分别对泥面和格体底部进行验算；在稳定性计算中考虑结构几何特性和受力特点，根据转动点位置的不同提出4种不同的受力模型；在地基承载力计算中考虑地基受偏心倾斜荷载的影响；在板厚的计算中考虑了腐蚀的影响。之后针对理论公式按计算流程编写了计算程序，对某跨海工程人工岛围堰工程和其他三个工程的计算验正了计算方法和程序的正确性。与其他方法相比，日本规范法概念明确，计算速度快，适合工程计算，也适用于入土深度比较大的情况。
침대아국항구여해안공정건설적수요，상세분석、개소료불고필지진하재작용화고필지진하재작용량충정황하일본규범중격형강판장결구적계산방법。재항전계산중분별대니면화격체저부진행험산；재은정성계산중고필결구궤하특성화수력특점，근거전동점위치적불동제출4충불동적수력모형；재지기승재력계산중고필지기수편심경사하재적영향；재판후적계산중고필료부식적영향。지후침대이론공식안계산류정편사료계산정서，대모과해공정인공도위언공정화기타삼개공정적계산험정료계산방법화정서적정학성。여기타방법상비，일본규범법개념명학，계산속도쾌，괄합공정계산，야괄용우입토심도비교대적정황。
A detailed description about the calculation methods for the cellular-bulkhead structure was given considering seismic loads according to the development of port and coastal engineering construction. The analysis of shear deformation shall be taken at the bottom of the cell or the seabed. In the analysis of overturning stability four equilibriu models were established in consideration of the structure’s geometry,force characteristics and rotation point position. The effect of the eccentric and inclined actions was taken in the analysis of ground bearing capacity and the impact of corrosion was taken in the calculation of cell thickness. Then a calculation program has been compiled to solve the expressions according to theoretical formula. The methods and the program proved to be correct compared with the results of three project examples in the reference and the result based on a cofferdam of the artificial island in a sea crossing project. The Japanese standards method had clear concepts and fast calculation speed. It is not only suitable in engineering application,but also suitable when embedded length ratio is larger.