Safety Diagnosis of a Flood Control Wall in Shanghai
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摘要: 为确保上海某防汛墙结构安全工作,保障社会生产、生活和经济可持续的发展。在现场勘测防汛墙工程的表面裂缝情况基础上,采用力学分析与有限元数值模拟分析相结合的方法,选取防汛墙最不利断面,针对防汛墙所受沉船拉拽集中荷载作用进行了受力分析,运用有限元软件PLAXIS,对墙体结构的安全性进行分析。结果表明:虽然墙体发生较明显的水平位移,但实际地坪标高和设计地坪标高处防汛墙墙顶水平位移和控制截面内力计算值均小于理论容许位移和内力容许值,表明防汛墙结构仍然完整,墙体结构安全。Abstract: To ensure the safe operation of a certain flood control wall in Shanghai and sustainable development of social production, life and economy,based on the on-site investigation into the surface cracks of the flood control wall project, the method combining mechanical analysis and finite element numerical simulations was adopted and analyzed the selected most unfavorable section of flood control walls subjected to concentrated tension of sunken ships in floods. The finite element software PLAXIS was used to analyze the safety of the flood control wall. The research results showed that although obvious horizontal displacement had occurred in the wall,the calculation values of horizontal displacement at the top of the wall and internal force in the control section at both the actual ground elevation and design ground elevation were all smaller than those of theoretical allowable values of displacement and internal force. In other words,the flood control wall was still integrated and kept in good operation.
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Key words:
- flood control wall /
- stability /
- numerical simulation
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