Affiliation:
1. School of Engineering, Griffith University, Gold Coast Campus, PMB 50 Gold Coast Mail Centre, QLD 9726, Australia; d.jeng@griffith.edu.au
Abstract
This article reviews recent developments in the interaction between water waves, seabed, and coastal structures. The scope of the review covers theoretical approaches and physical modeling for the wave-induced soil response, wave damping, and sea floor instability around coastal structures. Important advances in this field of study are summarized and scope for future studies is suggested. There are 208 references cited in this review article.
Reference208 articles.
1. Christian JT, Taylor PK, Yen JKC, and Erali DR (1974), Large diameter underwater pipeline for nuclear power plant designed against soil liquefaction, Proc of Offshore Technology Conf, Dallas, 597–606.
2. Smith AW and Gordon AD (1983), Large breakwater toe failures, J. Waterw. Harbors Coastal Eng. Div. Am. Soc. Civ. Eng. 109(2), 253–255.
3. Lundgren H, Lindhardt JHC, and Romhild CJ (1989), Stability of breakwaters on porous foundation, Proc 12th Int Conf Soil Mechanics and Foundation Engineering1, 451–454.
4. Silvester R and Hsu JRC (1989), Sines Revisited, J. Waterw., Port, Coastal, Ocean Eng. 115(3), 327–344.
5. Yamamoto T and Trevorrow M (1991), Experimental verifications of bottom shear modulus profiler (BSMP) method, Proc of Int Conf on Geotechnical Engineering for Coastal Development-Theory and Practice on Soft Ground (Geot-Coastal 91), Yokohama, Japan, 1, 123–128.
Cited by
118 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