According to the subentry coefficient method for calculating anti-sliding and anti-inclining stability recommended by the Code for Design and Construction of Port and Waterway Revetment Engineering, the cross section of a gravity revetment is optimized by
According to the subentry coefficient method for calculating anti-sliding and anti-inclining stability recommended by the Code for Design and Construction of Port and Waterway Revetment Engineering, the cross section of a gravity revetment is optimized by
摘要采用复合形优化法，结合《港口及航道护岸工程设计与施工规范》中推荐的抗滑、抗倾稳定的分项系数计算方法，并考虑了内河航道船形波等作用的影响效应，对重力式护岸断面进行了优化。