首页|复合荷载作用下重力锚的抗滑稳定计算

复合荷载作用下重力锚的抗滑稳定计算

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针对海上复合荷载作用下的重力锚,通过室内模型试验探讨了其抗滑稳定机理,并根据其滑动机理,采用条分法对其抗滑稳定进行了分析.提出了作为船舶等浮体结构的临时锚固基础——重力锚的设计计算方法.试验和分析结果表明:重力锚滑动破坏受位移的控制,作为船舶的临时锚固基础,采用现有的设计计算方法得到的结果偏于安全,并且,能够较为准确地反映重力锚的滑动破坏机理,通过改进方法计算得到的重力锚的抗滑力较传统计算方法提高了17%,与模型试验的结果更加接近.
Anti-sliding stability calculation of gravity anchor subjected to combined loading
The anti-sliding capacity is an important problem.Therefore,the model tests are used to study the mechanism of anti-sliding stability of gravity anchor under the combined loading in the sea.The results of tests show that,when a gravity anchor is used as a temporary anchorage foundation of a ship,the sliding of a gravity anchor is determined by its displacements.Based on the sliding mechanism,the slice method is proposed to analyze the anti-sliding stability of the gravity anchor.The lateral bearing capacity is calculated and compared to that obtained by the method often used and the results show that it increases about 17% which is more close to the results of model tests.

anti-sliding stabilitymodel testsslice methodsuperficial layer failurecombined loading tests

李飒、段高松、李怀亮、黄山田、王晓飞

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天津大学建筑工程学院,天津300072

中海油安装公司,天津300456

抗滑稳定 模型试验 条分法 浅层破坏 复合荷载试验

国家自然科学基金国家自然科学基金工信部高技术船舶科研计划

51239008513791452016

2018

土木建筑与环境工程
重庆大学

土木建筑与环境工程

CSTPCDCSCD北大核心
影响因子:0.878
ISSN:1674-4764
年,卷(期):2018.40(2)
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