Article(id=1223210587547620334, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221455, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1657814400000, receivedDateStr=2022-07-15, revisedDate=1659974400000, revisedDateStr=2022-08-09, acceptedDate=null, acceptedDateStr=null, onlineDate=1769565730224, onlineDateStr=2026-01-28, pubDate=1687622400000, pubDateStr=2023-06-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769565730224, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769565730224, creator=13701087609, updateTime=1769565730224, updator=13701087609, issue=Issue{id=1223210584024400210, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='6', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769565729385, creator=13701087609, updateTime=1769593153259, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223325608164348105, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223325608164348106, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=133, endPage=136, ext={EN=ArticleExt(id=1223210588772356106, articleId=1223210587547620334, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Full Scale Experimental Study on Influence of Panels on Behavior of Soilbag-constructed Retaining Walls, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

Setting a panel outside the soilbags-constructed retaining wall may affect the behavior of the wall. Therefore, a full-scale test of the soilbags-constructed retaining wall with fixed panels and with unfixed panels were conducted to explore the influence of the panel on the deformation mode and lateral earth pressure of the wall. The results show the walls with fixed and unfixed panels deformed laterally in a cantilever-like manner, but the lateral earth pressure acting in the fixed-panel wall is greater than that in the unfixed-panel wall. A calculation formula for calculating the earth pressure acting on the soilbags-constructed retaining wall under limited displacement was established based on the linear elastic constitution theory, and then it was used to analyze the relationship between the lateral earth pressures and lateral strain. It is found that distribution of the lateral earth pressure of the soilbags-constructed retaining wall with unfixed panel is close to the calculated active earth pressure as a result of the poor deformation constraint of the unfixed-panel, which indicates that the flexible characteristics of the soilbags-constructed retaining wall can be fully utilized by the wall with unfixed panel, so as to effectively reduce the earth pressure behind the wall.

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鉴于在土工袋挡土墙外侧设置面板可能会影响土工袋挡土墙的工作性状,开展了固定面板和不固定面板的土工袋挡土墙的足尺试验,探究了面板对土工袋挡土墙变形模式与土压力的影响。结果表明,固定和不固定面板的土工袋挡土墙均表现为悬臂式变形模式,但作用在不固定面板上的土压力小于作用在固定面板上的土压力。基于弹性理论建立了有限位移条件下土工袋挡土墙土压力的解析解,分析了土工袋挡土墙土压力与水平变形的关系,发现由于不固定面板的变形约束作用小于固定面板,作用在不固定面板上的土压力与不带面板的土工袋挡土墙的土压力均接近于计算主动土压力,表明不固定面板土工袋挡土墙能更加充分利用土工袋挡土墙柔性的特点,从而有效降低墙后侧向土压力。

, correspAuthors=null, authorNote=null, correspAuthorsNote=
王雅华(1980-),女,博士、副教授、硕导,研究方向为水利水电工程和交通物流,E-mail:
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李钒(1973-),男,硕士、高级工程师,研究方向为岩土工程,E-mail:

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李钒(1973-),男,硕士、高级工程师,研究方向为岩土工程,E-mail:

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李钒(1973-),男,硕士、高级工程师,研究方向为岩土工程,E-mail:

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面板对土工袋挡土墙工作性状影响的足尺试验研究
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李钒 1 , 林国兵 1 , 王雅华 2 , 樊科伟 3
水电能源科学 | 水利水电工程 2023,41(6): 133-136
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水电能源科学 | 水利水电工程 2023, 41(6): 133-136
面板对土工袋挡土墙工作性状影响的足尺试验研究
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李钒1 , 林国兵1, 王雅华2 , 樊科伟3
作者信息
  • 1.深圳市公明供水调蓄工程管理处,广东 深圳 518107
  • 2.华北水利水电大学管理与经济学院,河南 郑州 450045
  • 3.武汉大学土木建筑工程学院,湖北 武汉 430072
  • 李钒(1973-),男,硕士、高级工程师,研究方向为岩土工程,E-mail:

通讯作者:

王雅华(1980-),女,博士、副教授、硕导,研究方向为水利水电工程和交通物流,E-mail:
Full Scale Experimental Study on Influence of Panels on Behavior of Soilbag-constructed Retaining Walls
Fan LI1 , Guo-bing LIN1, Ya-hua WANG2 , Ke-wei FAN3
Affiliations
  • 1.Shenzhen Gongming Water Supply and Storage Engineering Management, Shenzhen 518107, China
  • 2.School of Management and Economics, North China University of Water Resources and Electric Power, Zhengzhou 450045, China
  • 3.School of Civil Engineering, Wuhan University, Wuhan 430072, China
出版时间: 2023-06-25 doi: 10.20040/j.cnki.1000-7709.2023.20221455
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鉴于在土工袋挡土墙外侧设置面板可能会影响土工袋挡土墙的工作性状,开展了固定面板和不固定面板的土工袋挡土墙的足尺试验,探究了面板对土工袋挡土墙变形模式与土压力的影响。结果表明,固定和不固定面板的土工袋挡土墙均表现为悬臂式变形模式,但作用在不固定面板上的土压力小于作用在固定面板上的土压力。基于弹性理论建立了有限位移条件下土工袋挡土墙土压力的解析解,分析了土工袋挡土墙土压力与水平变形的关系,发现由于不固定面板的变形约束作用小于固定面板,作用在不固定面板上的土压力与不带面板的土工袋挡土墙的土压力均接近于计算主动土压力,表明不固定面板土工袋挡土墙能更加充分利用土工袋挡土墙柔性的特点,从而有效降低墙后侧向土压力。

土工袋挡土墙  /  面板  /  变形模式  /  土压力  /  足尺试验

Setting a panel outside the soilbags-constructed retaining wall may affect the behavior of the wall. Therefore, a full-scale test of the soilbags-constructed retaining wall with fixed panels and with unfixed panels were conducted to explore the influence of the panel on the deformation mode and lateral earth pressure of the wall. The results show the walls with fixed and unfixed panels deformed laterally in a cantilever-like manner, but the lateral earth pressure acting in the fixed-panel wall is greater than that in the unfixed-panel wall. A calculation formula for calculating the earth pressure acting on the soilbags-constructed retaining wall under limited displacement was established based on the linear elastic constitution theory, and then it was used to analyze the relationship between the lateral earth pressures and lateral strain. It is found that distribution of the lateral earth pressure of the soilbags-constructed retaining wall with unfixed panel is close to the calculated active earth pressure as a result of the poor deformation constraint of the unfixed-panel, which indicates that the flexible characteristics of the soilbags-constructed retaining wall can be fully utilized by the wall with unfixed panel, so as to effectively reduce the earth pressure behind the wall.

soilbags-constructed retaining wall  /  panel  /  deformation mode  /  lateral earth pressure  /  full scale test
李钒, 林国兵, 王雅华, 樊科伟. 面板对土工袋挡土墙工作性状影响的足尺试验研究. 水电能源科学, 2023 , 41 (6) : 133 -136 . DOI: 10.20040/j.cnki.1000-7709.2023.20221455
Fan LI, Guo-bing LIN, Ya-hua WANG, Ke-wei FAN. Full Scale Experimental Study on Influence of Panels on Behavior of Soilbag-constructed Retaining Walls[J]. Water Resources and Power, 2023 , 41 (6) : 133 -136 . DOI: 10.20040/j.cnki.1000-7709.2023.20221455
  • 国家重点研发计划(2017YFE0128900)
2023年第41卷第6期
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doi: 10.20040/j.cnki.1000-7709.2023.20221455
  • 接收时间:2022-07-15
  • 首发时间:2026-01-28
  • 出版时间:2023-06-25
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  • 收稿日期:2022-07-15
  • 修回日期:2022-08-09
基金
国家重点研发计划(2017YFE0128900)
作者信息
    1.深圳市公明供水调蓄工程管理处,广东 深圳 518107
    2.华北水利水电大学管理与经济学院,河南 郑州 450045
    3.武汉大学土木建筑工程学院,湖北 武汉 430072

通讯作者:

王雅华(1980-),女,博士、副教授、硕导,研究方向为水利水电工程和交通物流,E-mail:
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2种不同金属材料的力学参数

Family
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Number of
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种数
Number of
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种数
Number of
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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