Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 38 Issue 5
Turn off MathJax
Article Contents
Abstract
References
ZHAO Xiao-yan, WU Bing, LI Deng-feng, JIANG Chu-sheng, LI Yu-long, XIAO Shi-guo. Load calculation method for retaining wall between piles considering horizontal soil arching effects[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 811-817. DOI: 10.11779/CJGE201605006
Citation: ZHAO Xiao-yan, WU Bing, LI Deng-feng, JIANG Chu-sheng, LI Yu-long, XIAO Shi-guo. Load calculation method for retaining wall between piles considering horizontal soil arching effects[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 811-817. DOI: 10.11779/CJGE201605006
shu

Load calculation method for retaining wall between piles considering horizontal soil arching effects

  • 1. Department of Geology Engineering, Southwest Jiaotong University, Chengdu 610031, China;
    2. Sichuan Communication Surveying & Design Institute, Chengdu 610017, China;
    3. Railway Eryuan Engineering Co., Ltd., Chengdu 610031, China;
    4. China Railway 7th Engineering Group Co., Ltd., Xi'an 753200, China

More Information
  • Received Date: March 30, 2015
  • Published Date: May 24, 2016
    Graphical Abstract
    • Abstract
  • The horizontal soil arching effects between stabilizing piles are mainly used for determining the spacing of the piles, while they are rarely employed to calculate the load on the retaining wall between piles. In the current calculation methods, the load applying on the retaining wall is usually roughly evaluated by reducing the driving force acting on its nearby piles or increasing the value of shearing strength indices. These methods do not sufficiently consider the horizontal soil arching effects. To improve the calculation, the effects of horizontal soil arching on the loads acting on the retaining wall between piles are theoretically analyzed. The results show that the driving force at the apex of the soil arch should be taken as the load on the piles, and the load on the retaining wall is the active earth pressure induced by the soil in front of the arch. Based on the results, a new method for calculating the load is deduced by considering the horizontal soil arching effects. A railway cut slope stabilized by the retaining wall between piles is taken as an example to show the effects of the soil arching by calculating the load on the structures using the proposed method.
    • FullText(HTML)
    • References (22)
  • [1]
    LAWRENCE. The mechanism of load transfer in granular materials utilizing tactile pressure sensor[D]. Massachusetts: University of Massachusetts Lowell, 2002.
    [2]
    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. (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. (in Chinese))
    [3]
    杨 明, 姚令侃, 王广军. 桩间土拱效应离心模型试验及数值模拟研究[J]. 岩土力学, 2008, 29(3): 817-822. (YANG Ming, YAO Ling-kan, WANG Guang-jun. Study of centrifuge model tests and numerical simulation on soil arching in space of piles[J].Rock and Soil Mechanics, 2008, 29(3): 817-822. (in Chinese))
    [4]
    王 成, 王 东, 陈夏雨, 等. 桩间土拱效应离心模型试验研究[J]. 地下空间与工程学报, 2012, 8(1): 33-36. (WANG Cheng, WANG Dong, CHEN Xia-yu, et al. Study on centrifuge model tests of soil arching effect between piles[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(1): 33-36. (in Chinese))
    [5]
    周应华, 周德培, 冯 君. 推力桩桩间土拱几何力学特性及桩间距的确定[J]. 岩土力学, 2006, 27(3): 454-457. (ZHOU Ying-hua, ZHOU De-pei, FENG Jun. Geometrically mechanical characters of soil arch between two adjacent laterally loaded piles and determination of suitable pile spacing[J]. Rock and Soil Mechanics, 2006, 27(3): 454-457. (in Chinese))
    [6]
    赵明华, 廖彬彬, 刘思思. 基于拱效应的边坡抗滑桩桩间距计算[J]. 岩土力学, 2010, 31(4): 1211-1214. (ZHAO Ming-hua, LIAO Bin-bin, LIU Si-si. Calculation of anti-slide piles spacing based on soil arching effect[J]. Rock and Soil Mechanics, 2010, 31(4): 1211-1214. (in Chinese))
    [7]
    刘 钦, 李地元, 刘志祥, 等. 水平推力作用下抗滑桩间土拱效应影响因素的数值分析[J]. 中南大学学报 (自然科学版), 2011, 42(7): 2071-2077. (LIU Qin, LI Di-yuan, LIU Zhi-xiang, et al. Numerical analysis of influence factors on soil arching effect between anti-sliding piles under horizontal pushing loads[J]. Journal of Central South University (Science and Technology), 2011, 42(7): 2071-2077. (in Chinese))
    [8]
    蒋楚生, 赵晓彦, 李庆海, 等. 桩与土钉或挡土墙联合使用时设计理论探讨[J]. 铁道工程学报, 2010, 139(4): 35-39. (JIANG Chu-sheng, ZHAO Xiao-yan, LI Qing-hai, et al. Discussion on design theory on joint use of pile and soil-nailing or retaining walls[J]. Journal of Railway Engineering Society, 2010, 139(4): 35-39. (in Chinese))
    [9]
    梁 瑶, 蒋楚生, 李庆海, 等. 桩间复合结构土拱效应试验与受力机制研究[J]. 岩石力学与工程学报, 2014, 33(增刊2): 3825-3828. (LIANG Yao, JIANG Chu-sheng, LI Qing-hai, et al. Analysis of stress mechanism of pile composite structure based on soil arch test[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 3825-3828. (in Chinese))
    [10]
    PAIK K H, SALGADO R. Estimation of active earth pressure against rigid retaining walls considering arching effects[J]. Géotechnique, 2003, 53(7): 643-653.
    [11]
    应宏伟, 蒋 波, 谢康和. 考虑土拱效应的挡土墙主动土压力分布[J]. 岩土工程学报, 2007, 29(5): 717-722. (YING Hong-wei, JIANG Bo, XIE Kang-he. Distribution of active earth pressure against retaining walls considering arching effects[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5):717-722. (in Chinese))
    [12]
    涂兵雄, 贾金青. 考虑土拱效应的黏性填土挡土墙主动土压力研究[J]. 岩石力学与工程学报, 2012, 31(5): 1064-1070. (TU Bing-xiong, JIA Jin-qing. Research on active earth pressure behind rigid retaining wall from clayey backfill considering soil arching effects[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1064-1070. (in Chinese))
    [13]
    王 梅, 李镜培. 考虑土拱效应的刚性挡土墙主动土压力计算方法[J]. 岩土工程学报, 2013, 35(5): 865-870. (WANG Mei, LI Jing-pei. New method for active earth pressure of rigid retaining walls considering arching effect[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 865-870. (in Chinese))
    [14]
    NIAN T K, CHEN G Q, LUAN M T, et al. Limit analysis of stability of slopes reinforced with piles against landslide in non-homogeneous and anisotropic soils[J]. Canadian Geotechnical Journal, 2008, 45(8): 1092-1103.
    [15]
    TB 10026—2006铁路路基支挡结构设计规范[S]. 2006. (TB 10026—2006 Railway embankment design of retaining structures[S]. 2006. (in Chinese))
    [16]
    可列因. 散粒体结构力学[M]. 陈万佳, 译. 北京: 人民交通出版社, 1983. (KREIN M G. Structural mechanics of grain material[M]. CHEN Wan-jia, tran. Beijing: China Communications Press 1983. (in Chinese))
    [17]
    HANDY R L. The arch in soil arching[J]. Journal of Geotechnical Engineering, 1985, 111(3): 302-318.
    [18]
    KINGSLEY H W. Arch in arching[J]. Journal of Geotechnical Engineering, 1989, 115(3): 415-419.
    [19]
    向先超, 张 华, 蒋国盛, 等. 基于颗粒流的抗滑桩土拱效应研究[J]. 岩土工程学报, 2011, 33(3): 386-391. (XIANG Xian-chao, ZHANG Hua, JIANG Guo-sheng, et al. Soil arching effect of anti-slide piles based on particle flow method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 386-391. (in Chinese))
    [20]
    CHEN Chien-yuan. Numerical analysis of slope stabilization concepts using piles[D]. Los Angeles: University of Southern California, 2001.
    [21]
    LIANG R, ZENG S. Numerical study of soil arching mechanism in drilled shafts for slope stabilization[J]. Soils and Foundations, 2002, 42(2): 83-92.
    [22]
    铁道部第一勘测设计院. 铁路工程设计技术手册[M]. 北京: 中国铁道出版社, 1992. (First Survey and Design Institute of the Ministry of Railways. Railway engineering technical manual[M]. Beijing: China Railway Publishing House, 1992. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(2)

    1. 陈茂伟. 基于弹性理论的抗滑桩桩间土拱高度分析. 能源技术与管理. 2024(04): 200-203 .
    2. 张彦明，吕春，张学元，张宇，王丽. 高速铁路桩承式路基土拱效应研究进展. 科技与创新. 2022(14): 57-59 .

    Other cited types(3)

Catalog

    Get Citation
    PDF
    XML
    Article views (445) PDF downloads (368) Cited by(5)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return