Safety Diagnosis of a Flood Control Wall in Shanghai
-
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.
-
Key words:
- flood control wall /
- stability /
- numerical simulation
-
[1] 孙磊峰.上海市黄浦江防汛墙的安全性评价及洪水危险性分析[D].上海:华东师范大学,2020. [2] 刘新成,卢永金,崔冬.上海海塘防汛墙防汛能力评估及对策研究[J].中国防汛抗旱,2015,25(6):48-52. [3] 陈峰.上海地区防汛墙加固工程关键问题[J].水利水电科技进展,2014,34(6):49-55. [4] 张聪.岩土工程极限分析有限元法及其运用[J].世界有色金属,2020(14):233-234. [5] 卞彬,丁星星.上海市昆阳路越江工程对黄浦江防汛墙的影响分析[J].中国市政工程,2020(5):31-33. [6] 丁星星.轨道交通14号线越江工程对黄浦江防汛墙的影响分析[J].城市道桥与防洪,2020(7):171-174. [7] 任敏.上海世博园某区域防汛墙驳岸地基加固施工技术[J].工业建筑,2010,40(增刊1):1063-1066. [8] 卢伟华.黄浦江市区段防汛墙稳定性分析[J].城市道桥与防洪,2015(7):141-144. [9] 张琳琳,石永超,袁昊.墙后堆载下高桩承台式防汛墙变形规律研究[J].城市道桥与防洪,2017(3):156-159. [10] 张琳琳,仲云飞,母冬青,等.上海防汛应急能力建设规划研究[R].上海:上海市政工程设计研究总院, 2018. [11] 鹿兴,彭蓉,朱凯.曲线破裂面下考虑土拱效应的挡土墙主动土压力[J].工业建筑,2016,46(10):102-108. [12] 夏唐代,程康,黄睿,等.考虑层间剪切作用的挡墙主动土压力分析[J].工业建筑,2017,47(10):98-103. [13] 上海市建设和管理委员会.岩土工程勘察规范:DGJ 08-37-2002[S]. 上海:上海市建设和管理委员会,2002.
点击查看大图
计量
- 文章访问数: 84
- HTML全文浏览量: 16
- PDF下载量: 3
- 被引次数: 0