近海重力式建筑物地基设计与计算的若干问题
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摘要: 鉴于波浪激起重力式建筑物的振动为海底地基上的主要荷载之一,同时为能合理地设计,文中介绍了笔者研究过的统一等效谐振荷载以及海底地基的变形、稳定性与液化势等特性.基于这些研究,提出了近海重力式建筑物地基设计与计算的若干考虑.
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He Guangna.Some considerations on analysis for liquefaction of offshore gravity structure foundations.J.China Ocean Engineering,1987,1(1):27-40 He Guangna and Cao Yalin.Unified equivalent harmonic loading on seabed foundations under random wave loading.J.China Ocean Engineering,]989,3(1):39-49 Lee K L and J A Focht.Cyclic testing of soil for ocean wave loading problems.J.Marine (Geotechnology,1975,1(4):305-325 Chen Zongyi et al.Behaviour of offshore gravity platform on clay foundation in model testing.In; Proc.2nd Shanghai Symposium on Marine (Geotechnology and Nearshore/Offshore Structures,Tongji University Press,Shanghai,1985,65-73 DNV.Rules for the Design,Construction and inspection of Offshore Structures,Printed by Detnorske Veritas Os1o,Nor-way,1977 -
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