并采用强度折减有限元法分析了海堤在自重、波浪力和渗透力耦合作用下的整体稳定性。
The overall stability under the coupling force of dead-weight, wave force and seepage force is analyzed by the shear strength reduction with FEM.
本文还分析了纵向动稳定性及制动性与自重重心的关系。
The relationship between the longitudinal dynamic stability as well as braking and the centre of gravity of the own weignt is also analysed.
如果增加构件自重，则可以进一步减小反压护肩的高度，提高稳定性；
If the semi-circular component has greater deadweight, the height of the counter shoulder protector can be reduced.
如果增加构件自重，则可以进一步减小反压护肩的高度，提高稳定性；
If the semi-circular component has greater deadweight, the height of the counter shoulder protector can be reduced.
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