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超大型结构物建造过程中滑道受力的建模分析
引用本文:李淑民. 超大型结构物建造过程中滑道受力的建模分析[J]. 港工技术, 2012, 49(3): 22-24
作者姓名:李淑民
作者单位:海洋石油工程(青岛)有限公司,山东青岛,266520
摘    要:在建造过程中超大型结构物会受到多种因素的影响,特别是需要顶升的结构物,顶升装置的布置和支点受力情况将在很大程度上影响滑道和结构物的安全。采用Drucker-Prager Plasticity准则建立滑道和土的整体有限元模型,对青岛海洋工程基地5#滑道的桩基础进行系统分析,计算大型结构物建造过程中的滑道受力和沉降,为工程建设提供技术保障。

关 键 词:有限元分析  地基承载力  滑道  地基沉降

Analysis for Slide Way Stress Model in Construction of Very Large-scale Structure
Li Shumin. Analysis for Slide Way Stress Model in Construction of Very Large-scale Structure[J]. Port Engineering Technology, 2012, 49(3): 22-24
Authors:Li Shumin
Affiliation:Li Shumin (Offshore Oil Engineering Qingdao Co., Ltd., Qingdao Shandong 266520, China)
Abstract:Very large-scale structures are influenced by various factors in construction. In particular, the supporting point pressure and arrangement of lift-up equipment have strong influence on the structures which need to be lifted up and its slide way. Therefore, we apply Drucker-Prager Plasticity Rule in establishing finite element model of slide way and earthwork as a whole, systematically analyze the pile foundation supporting slide way No.5 of Qingdao Offshore Engineering Base, and calculate the stress and sedimentation of slide way in the construction of large-scale structures, which will guarantee the project construction technically.
Keywords:finite element analysis  foundation bearing capacity  slide way  foundation sedimentation
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