抛石基床局部极限承载力试验研究  

Test and Study on the Local Limit Bearing Capacity of a Rubble-Mound Foundation

作　　者：陈宝珠[1] 刘建起[1] 

机构地区：[1]天津大学

出　　处：《水运工程》1991年第1期5-9,共5页Port & Waterway Engineering

摘　　要：本文以空心薄壁结构与抛石基床相互作用为研究对象,通过近于原型的试验,对抛石基床局部极限承载力及其影响因素进行试验分析,并对有关的问题进行探讨,提出抛石基床局部极限承载力推荐值为2100kPa。Taking the effects of mutual action between the hollow thin plate struc-ture and rubble-mound foundation as a studying object, and through appro-ximate prototype test on the local limit bearing capacity of the foundation, this paper suggests that the recommended value of limit bearing capacity of the foundation may be taken as 2100kPa, as it is reasonable after analyzing al influence factors and relevant problems.

关 键 词：抛石基床 局部极限承载力 试验研究 空心薄壁结构 码头 防波堤 港口水工建筑物 

分 类 号：U655.54[交通运输工程—港口、海岸及近海工程]