Author:
Wang Yuan-zhan,Yan Zhen,Wang Yu-chi
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography
Reference26 articles.
1. Andersen, K. H. and Lauritzsen, R., 1988. Bearing capacity for foundations with cyclic loads, J. Geotech. Eng., ASCE, 114(5): 540–555.
2. Chen, Y. M., Lai, X. H., Ye, Y. C., Huang, B. and Ji, M. X., 2005. Wave-induced pore water pressure in marine cohesive soils, Acta Oceanologica Sinica, 24(4): 138–145.
3. Feng, J., 2004. Degradation Study of the Soft Clay Foundation of Yangtze Estuary Waterway, M. S Thesis, Tianjin University, Tianjin, China. (in Chinese)
4. Gerolymos, N. and Gazetas, G., 2006. Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities, Soil Dynamics and Earthquake Engineering, 26(5): 363–376.
5. Goda, Y. and Takagi, H., 2000. A reliability design method of caisson breakwaters with optimal wave heights, Coast. Eng. J., 42(4): 357–387.
Cited by
13 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献