Comparative Study of Berthing Mechanism and Optimum Fender System for RCC Pile Supported Wharf as Per Indian Standard IS4651 Part-3:1974 and British Standard BS6349 Part-4:1994 SciDoc Publishers | Open Access | Science Journals | Media Partners

DOI: http://dx.doi.org/10.19070/2577-4395-1600010

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Abstract:

Axial force in critical pile is obtained for different fender systems with five metocean conditions, and compared as per Indian Standard and British Standard, as shown from Table 20 to Table24

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