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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Main Authors: WANG Chengqiang, GU Hao, BIAN Lei, CHEN Zhonghua, SU Zhengyang, WANG Haijun, WANG Enzhun
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2020-01-01
Series:Renmin Zhujiang
Subjects:
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