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Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method

Received: 11 December 2018    Accepted:     Published: 12 December 2018
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Abstract

New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.

DOI 10.11648/j.sd.20180606.36
Published in Science Discovery (Volume 6, Issue 6, December 2018)
Page(s) 542-550
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Chair-Shaped Sheet-Pile Retaining Wall, Working Mechanism, Elastic Foundation Beam Method, Application Condition

References
[1] 杨林,姚令侃.复杂山区高速公路工程与环境协调的选线技术[J].地质灾害与环境保护,2004,15(3):70-74。
[2] 陈义军, 刘长武, 徐进等. 山区公路斜坡填筑路堤应力形变特征及影响因素分析[J].岩土力学,2009,30(4):1051-1056。
[3] CHEN Yi-jun, LIU Chang-wu, XU Jin etc. Analysis deformation stress feature and influential factors about road-dike on ramp in mountainous region expressway[J]. Rock and Soil Mechanics, 2009,30(4):1051-1056.
[4] 黄治云,张永兴, 董捷. 桩板墙土拱效应及土压力传递特性试验研究[J].岩土力学,2013,34(7):1887-1892。
[5] HUANG Zhi-yun, ZHANG Yong-xing, DONG Jie. Experimental Study of soil arching and transfer behavior of earth pressure about sheet-pile walls[J]. Rock and Soil Mechanics, 2013,34(7):1887-1892.
[6] 曲宏略,张建经,王富江. 预应力锚索桩板墙地震响应的振动台试验研究[J].岩土工程学报,2013,35(2):313-320。
[7] 卢肇钧,吴肖茗,张肇伸. 锚定板挡土结构的研究[J].土木工程学报,1980, (1):66-77。
[8] 何昌荣,李彤,陈群.锚拉式桩板墙的三维有限元计算分析[J].四川大学学报(工程科学版),2002,34(6):9-13。
[9] HE Chang-rong, LI Tong, CHEN Qun. 3-D FEM Analysis of Anchor Sheet-pile Retaining Wall[J].Journal of Sichuan University (Engineering Science Edition), 2002, 34(6):9-13.
[10] 李中国. 基于结构-土相互作用的高填方锚索桩板墙设计理论的研究[D].北京:中国铁道科学研究院,2010。
[11] 杨松林,徐卫亚,黄启平. 节理剪切过程中锚杆的变形分析[J].岩石力学与工程学报, 2004, 23(19):3268-3273。
[12] YANG Song-lin, XU Wei-ya, HUANG Qi-ping. Analysis on the Bolt Deformation as Result of Joint Shear Displacement [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(19):3268-3273.
[13] 陈华,赵有明,张发春. 预应力锚索桩板墙工程病害分析及整治措施[J]. 重庆交通大学学报(自然科学版). 2010, 29(1): 11-15。
[14] CHEN Hua, ZHAO You-ming, ZHANG Fa-chun. Engineering Diseases Analysis of Pre-stressed Sheet-pile Wall and Regulation Measures[J]. Journal of Chongqing Jiaotong University(Natural Science). 2010, 29(1): 11-15.
[15] 白皓,苏谦,郑键斌等. 岩质陡坡椅型桩板结构路基设计计算方法与分析[J].铁道建筑,2013,(1):56-58。
[16] 何颐华, 杨斌,金宝深,等. 深基坑护坡桩土压力的工程测试及研究[J]. 土木工程学报, 1997, 23(1): 16-24。
[17] HE Yi-hua, YANG Bin, JIN Bao-sen,. Study on the earth pressure of fender piles for excavations in real projects and model tests[J]. Journal of Civil Engineering, 1997, 23(1): 16-24.
[18] 欧孝夺, 唐迎春, 崔伟, 等. h型抗滑桩模型试验及数值模拟[J]. 岩石力学与工程学报, 2012, 31(9): 1936-1944。
[19] OU Xiao-duo, TANG Ying-chun, CUI Wei, etc. Model test and numerical simulation of h-shaped anti-sliding pile[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(9): 1936-1944.
[20] 铁道部第二勘测设计院科研所杭滑桩研究组. 排架抗滑桩与双排单桩对比模型试验报告[J]. 路基工程, 1986, (1): 70-81。
[21] 肖世国. 边(滑)坡治理中h 型组合抗滑桩的[J].岩土力学,2010,31(7):2146-2052.
[22] XIAO Shi-guo. Analytical method for h-type combined anti-sliding pile retaining landslide or excavated slope and its application to practical projects[J]. Rock and Soil Mechanics, 2010,31(7):2146-2052.
[23] 闵顺南,徐凤鹤. 椅式桩墙的研究[J].铁道学报, 1981, 3(4):64-74。
[24] MIN Shun-nan, XU Feng-he. Study on the Chair-Shaped Retaining Wall[J]. Journal of the China Railway Society, 1981, 3(4):64-74.
[25] 周翠英, 刘祚秋, 尚伟等.门架式双排抗滑桩设计计算新模式[J].岩土力学,2005,26(3):441-444。
[26] ZHOU Cui-ying, LIU Zuo-qiu, SHANG Wei etc. A new mode for calculation of portal double row anti-sliding piles [J]. Rock and Soil Mechanics,2005,26(3):441-444.
[27] 杨明辉, 赵明华, 刘建华, 邬龙刚. 高陡边批桥梁基桩内力计算的幂级数解[J].中南大学学报(自然科学版), 2007, 38(3):561-566。
[28] YANG Ming-hui, ZHAO Ming-hua, LIU Jian-hua, WU Long-gang. Power-progression solution for inner-force analysis of bridge pile in steep slope[J]. J. Cent. South Univ. (Science and Technology), 2007, 38(3):561-566.
Author Information
  • School of Civil Engineering, Southwest Jiaotong University, Chengdu, China; National Engineering Laboratory For Technology Of Geological Disaster Prevention In Land Transportation, Chengdu, China

  • Sichuan Expressway Construction & Development Group CO.LTD, Chengdu, China

  • School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

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  • APA Style

    Wubin Wang, Hao Bai, Yali Cui. (2018). Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Science Discovery, 6(6), 542-550. https://doi.org/10.11648/j.sd.20180606.36

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    ACS Style

    Wubin Wang; Hao Bai; Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci. Discov. 2018, 6(6), 542-550. doi: 10.11648/j.sd.20180606.36

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    AMA Style

    Wubin Wang, Hao Bai, Yali Cui. Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method. Sci Discov. 2018;6(6):542-550. doi: 10.11648/j.sd.20180606.36

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  • @article{10.11648/j.sd.20180606.36,
      author = {Wubin Wang and Hao Bai and Yali Cui},
      title = {Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method},
      journal = {Science Discovery},
      volume = {6},
      number = {6},
      pages = {542-550},
      doi = {10.11648/j.sd.20180606.36},
      url = {https://doi.org/10.11648/j.sd.20180606.36},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.sd.20180606.36},
      abstract = {New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.},
     year = {2018}
    }
    

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  • TY  - JOUR
    T1  - Chair-Shaped Sheet-Pile Retaining Wall and Its Design Calculation Method
    AU  - Wubin Wang
    AU  - Hao Bai
    AU  - Yali Cui
    Y1  - 2018/12/12
    PY  - 2018
    N1  - https://doi.org/10.11648/j.sd.20180606.36
    DO  - 10.11648/j.sd.20180606.36
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 542
    EP  - 550
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20180606.36
    AB  - New-type chair-shaped sheet-pile retaining wall has achieved good effect recently, when it was used on steep slope subgrade and deep overburden soil slope subgrade section. However, its theoretical research is seriously lagging behind, which needs to carry out appropriate research. In the paper, chair-shaped pile is classified according to its set position and structure measure, some key issues and applicable conditions of design calculations are discussed when this structure is used under different circumstances and the working mechanism of chair-shaped pile is comparative analysis, through data research and laboratory model experiments and other methods. The results show that the synergistic effect between chair-shaped pile frame structure and slope can resist larger lateral thrust and vertical loads to meet the requirements of stability and deformation of embankment slope. Besides, chair-shaped sheet-pile retaining wall can be used in slope retaining engineering because of its retaining, resisting, bearing characters, when the geological conditions are complex, such as steep slope, deep overburden soil slope, etc. On this basis,the working mechanism of bearing capacity, anti-slide and  retaining is discussed considering soil-pile interaction and the design calculation method of chair-shaped pile is proposed based on the elastic foundation beam method under the lateral restraint, which has a good effect on engineering application.
    VL  - 6
    IS  - 6
    ER  - 

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