Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load
In order to ensure the safety management and normal operation of ports and wharfs, thispaper surveys and observes the current state of pile foundation, beams, cap beams and panels ofhigh-piled wharf platform on site, measures the strain, deflection and crack width of rearplatform beam of wharf under...
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Format: | Article |
Language: | zho |
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Editorial Office of Pearl River
2020-01-01
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Series: | Renmin Zhujiang |
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Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.03.009 |
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author | WANG Chengqiang GU Hao BIAN Lei CHEN Zhonghua SU Zhengyang WANG Haijun WANG Enzhun |
author_facet | WANG Chengqiang GU Hao BIAN Lei CHEN Zhonghua SU Zhengyang WANG Haijun WANG Enzhun |
author_sort | WANG Chengqiang |
collection | DOAJ |
description | In order to ensure the safety management and normal operation of ports and wharfs, thispaper surveys and observes the current state of pile foundation, beams, cap beams and panels ofhigh-piled wharf platform on site, measures the strain, deflection and crack width of rearplatform beam of wharf under vehicle load through field loading test, and checks whether thebending and shear bearing capacity of the rear platform beam meet the design requirements or not. Theresults show that the maximum strain, mid-span maximum deflection and crack width of the support-closer section of the rear platform beam of wharf are all within the normal range, and the securityand service ability of wharf platform structure meet the design requirements. |
format | Article |
id | doaj-art-36f8e780913f4f138ca866e35bba4fe4 |
institution | Kabale University |
issn | 1001-9235 |
language | zho |
publishDate | 2020-01-01 |
publisher | Editorial Office of Pearl River |
record_format | Article |
series | Renmin Zhujiang |
spelling | doaj-art-36f8e780913f4f138ca866e35bba4fe42025-01-15T02:33:13ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352020-01-014147654294Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle LoadWANG ChengqiangGU HaoBIAN LeiCHEN ZhonghuaSU ZhengyangWANG HaijunWANG EnzhunIn order to ensure the safety management and normal operation of ports and wharfs, thispaper surveys and observes the current state of pile foundation, beams, cap beams and panels ofhigh-piled wharf platform on site, measures the strain, deflection and crack width of rearplatform beam of wharf under vehicle load through field loading test, and checks whether thebending and shear bearing capacity of the rear platform beam meet the design requirements or not. Theresults show that the maximum strain, mid-span maximum deflection and crack width of the support-closer section of the rear platform beam of wharf are all within the normal range, and the securityand service ability of wharf platform structure meet the design requirements.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.03.009high-piled wharfrear platform beamvehicle loadbearing capacity calculation |
spellingShingle | WANG Chengqiang GU Hao BIAN Lei CHEN Zhonghua SU Zhengyang WANG Haijun WANG Enzhun Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load Renmin Zhujiang high-piled wharf rear platform beam vehicle load bearing capacity calculation |
title | Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load |
title_full | Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load |
title_fullStr | Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load |
title_full_unstemmed | Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load |
title_short | Experimental Study on Response of Platform Beam of High-piled Wharf under Vehicle Load |
title_sort | experimental study on response of platform beam of high piled wharf under vehicle load |
topic | high-piled wharf rear platform beam vehicle load bearing capacity calculation |
url | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.03.009 |
work_keys_str_mv | AT wangchengqiang experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT guhao experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT bianlei experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT chenzhonghua experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT suzhengyang experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT wanghaijun experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload AT wangenzhun experimentalstudyonresponseofplatformbeamofhighpiledwharfundervehicleload |