• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 29 Issue 6
Nov.  2016
Turn off MathJax
Article Contents
Abstract
References
Journal of Southwest Jiaotong University  > 2016  >  29(6): 1163-1169.
LIU Xueyi, LI Jiali, KANG Weixin, LIU Xiaokai, YANG Rongshan. Simplified Calculation of Temperature in Concrete Slabs of Ballastless Track and Influence of Extreme Weather[J]. Journal of Southwest Jiaotong University, 2017, 30(6): 1037-1045,1060. doi: 10.3969/j.issn.0258-2724.2017.06.001
Citation: LUO Yushan, XU Chao, CHEN Hongshuai. Centrifuge Modeling Tests on Behavior of Tiered Shored Mechanically Stabilized Earth Walls[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1163-1169. doi: 10.3969/j.issn.0258-2724.2016.06.016
shu

Centrifuge Modeling Tests on Behavior of Tiered Shored Mechanically Stabilized Earth Walls

doi: 10.3969/j.issn.0258-2724.2016.06.016
  • Received Date: 24 Jun 2015
  • Publish Date: 25 Dec 2016
    Abstract
  • The shored mechanically stabilized earth (SMSE) wall system is kind of narrow MSE walls designed and constructed next to the existing stable walls/slopes. However there are lack of in-depth investigations on the mechanism of SMSE walls, especially on the effects of inside terrace and additional offset between adjacent tiers on SMSE wall system. Utilizing the centrifuge modeling tests of SMSE walls, the measured data including crest settlement, lateral displacement of the facing and the earth pressure in the SMSE walls were analyzed. The results indicate that,compared with conventional MSE walls, SMSE walls have more uneven deformation both on crest settlement and on lateral displacement than conventional MSE walls, and around the inside terrace, unusual stress concentration and dissipation were observed. Adding offset between adjacent layers is an efficient measure to help control the deformation and improve the stability of SMSE wall system. The measured lateral pressure of narrow reinforced soil mass against the stable wall/slope is far below the theoretical active earth pressure, indicating that the stable wall/slope does not add extra lateral pressure to SMSE wall.

     

    • FullText(HTML)
    • References(17)
  • 罗志刚,王随原,曾俊. 加筋土技术及加筋路基研究现状[J]. 公路交通科技,2011(1):1-4. LUO Zhigang, WANG Suiyuan, ZENG Jun. Situations of researches on reinforced soil techniques and roadbeds[J]. Technology of Highway and Transport, 2011(1):1-4.
    MORRISON K, HARRISON F, JANSSEN C, et al. FHWA-CFL/TD-06-001 Shored mechanically stabilized earth (SMSE) wall systems design guidelines[S]. Washington, D.C.:Federal Highway Administration, 2006.
    YANG K H, ZORNBERG J G, HUNG W Y, et al. Location of failure plane and design considerations for narrow geosynthetic reinforced soil wall systems[J]. Journal of GeoEngineering, 2011, 6(1):27-40.
    YANG K H, LIU C N. Finite element analysis of earth pressures for narrow retaining wall[J]. Journal of GeoEngineering. Taiwan Geotechnical Society, 2007, 2(2):43-52.
    YANG K H, KNISS K K, ZORNBERG J G, et al. Finite element analyses for centrifuge modeling of narrow MSE walls[C]//First Pan American Geosynthetics Conference. Mexico:, 2008:1246-1255.
    WOODRUFF R. Centrifuge modeling for MSE-shoring composite walls[D]. Colorado:university of Colorado, 2003.
    LEE Y B, KO H Y, MCCARTNEY J S. Deformation response of shored MSE walls under surcharge loading in the centrifuge[J]. Geosynthetics Internaitonal, 2010, 17(6):389-402.
    LAWSON C R, YEE T W. Reinforced soil retaining walls with constrained reinforced fill zones[J]. Geo-frontiers Congress, 2005(166):1-4.
    LESHCHINSKY D, HU Y, HAN J. Limited reinforced space in segmental retaining wall[J]. Geotextiles and Geomembranes, 2004, 22(6):543-553.
    SPERL M. Experiments on corn pressure in silo cells translation and comment of Janssen's paper from 1895[J]. Granular Matter, 2006, 8:59-65.
    XU C, LUO Y S, ZHU H, et al. Performance of high geosynthetic-reinforced embankments[J]. Geotechnical Special Publication, 2013:515-518.
    董健,张明,罗玉珊,等. 山区复杂地形条件下超高土工格栅加筋土路堤的稳定性分析[J]. 长江科学院院报,2014,31(3):134-138,146. DONG Jian, ZHANG Ming, LUO Yushan, et al. High geogrid reinforced embankments employed in mountainous area with complicated terrain[J]. Journal of Yangtze River Scientific Research Institute, 2014, 31(3):134-138, 146.
    LESHCHINSKY D, HAN J. Geosynthetic reinforced multitiered walls[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(12):1225-1235.
    周世良,何光春,汪承志,等. 台阶式加筋土挡墙模型试验研究[J]. 岩土工程学报,2007,29(1):152-156. ZHOU Shiliang, HE Guangchun, WANG Chengzhi, et al. Study on stepped reinforced soil retaining walls by model tests[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1):152-156.
    杨广庆,吕鹂,庞巍,等. 返包式土工格栅加筋土高挡墙现场试验研究[J]. 岩土力学,2008,29(2):517-522. YANG Guangqing, LV Li, PANG Wei, et al. Research on geogrid reinforced soil retaining wall with wrapped face by in-situ tests[J]. Rock and Soil Mechanics, 2008, 29(2):517-522.
    柳军修,陈建峰. 刚/柔性组合墙面加筋土挡墙受力机制分析[J]. 西南交通大学学报,2015,50(6):984-992. LIU Junxiu, CHEN Jianfeng. Mechanical performance analysis of reinforced soil walls with flexible/rigid facings[J]. Journal of Southwest Jiaotong University, 2015, 50(6):984-992.
    中华人民共和国国家标准. GB/T17689-2008土工合成材料塑料土工格栅标准[S]. 北京:中国标准出版社,2008.
    • Relative Articles

  • Relative Articles

    [1]MAO Yuhong, CHEN Chao, LI Yarong, FU Haiyu. Fluctuation Characteristics of Wavy Vortex Field Within Annular Gap in Taylor-Couette[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230308
    [2]SU Rui, SU Qian, HE Chenfang, DONG Minqi, WANG Xun, ZHENG Yuchao. Experimental Study on Long-Term Deformation Characteristics of Deep and Thick Fills in Giant Karst Cave[J]. Journal of Southwest Jiaotong University, 2024, 59(6): 1487-1496. doi: 10.3969/j.issn.0258-2724.20220642
    [3]WANG Zhijia, HE Xu, LI Shengmin, LI Honglei, ZHANG Jianjing, LI Liangyong. Experimental Study on Bearing Capacity of Geosynthetic-Encased Recycled Concrete Aggregate Column[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 244-252. doi: 10.3969/j.issn.0258-2724.20210109
    [4]XU Peng, JIANG Guanlu, WANG Ning, HAN Yijun, WANG Zhimeng, LIU Yong. Comparative Analysis of Influence of Foundation on Reinforced Soil Retaining Walls[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 752-757. doi: 10.3969/j.issn.0258-2724.20180765
    [5]ZHANG Yanjun, NIAN Tingkai, WANG Liang, TANG Jun. Research on Similar Materials for Physical Model Tests of Rock Slopes[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 55-60, 72. doi: 10.3969/j.issn.0258-2724.20160366
    [6]HUANG Junjie, SU Qian, ZHAO Wenhui, WANG Wubin. Model Experimental Study on Dynamic Performance of Special Soil Subgrade Reinforced with Composite Geomembrane Seal Layer[J]. Journal of Southwest Jiaotong University, 2017, 30(5): 919-925. doi: 10.3969/j.issn.0258-2724.2017.05.011
    [7]WU Lianhai, YANG Guangqing, ZHANG Qingbo, SUN Hongwei, ZHANG Liguo, JIAO Ruiling, SU Qian. In-Situ Test on Dynamic Responses of Reinforced Soil Retaining Walls for High-Speed Railways[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 546-553. doi: 10.3969/j.issn.0258-2724.2017.03.015
    [8]XIAO Chengzhi, WANG Jiayong, YANG Yaxin, ZHOU Xia. Deformation and Mechanical Performance of Buried HDPE Pipes Reinforced by Geogrids[J]. Journal of Southwest Jiaotong University, 2017, 30(1): 38-44,68. doi: 10.3969/j.issn.0258-2724.2017.01.006
    [9]WEN Hua, ZOU Jiaoli, CHENG Qiangong, ZHANG Min, GU Chengzhuang. Model Test on Geotextile Retaining Wall Using Construction Waste[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1087-1097. doi: 10.3969/j.issn.0258-2724.2016.06.007
    [10]LIU Junxiu, CHEN Jianfeng. Mechanical Performance Analysis of Reinforced Soil Walls with Flexible/Rigid Facings[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 984-992. doi: 10.3969/j.issn.0258-2724.2015.06.003
    [11]WU Lijun, JIANG Guanlu, LI Anhong. Revision of Additional Stress in Soils Based on Centrifuge Model Tests[J]. Journal of Southwest Jiaotong University, 2015, 28(4): 662-668. doi: 10.3969/j.issn.0258-2724.2015.04.014
    [12]FENG Yan, JIANG Guanlu, CHEN Weizhi, LI Anhong. Accuracy of Settlement Prediction of Composite Foundation by Centrifuge Model Tests[J]. Journal of Southwest Jiaotong University, 2014, 27(1): 105-110. doi: 10.3969/j.issn.0258-2724.2014.01.017
    [13]XU Ming. Centrifuge Model Test of Clay Tunnel with Embedded Small Duct Grouting[J]. Journal of Southwest Jiaotong University, 2013, 26(3): 423-427,434. doi: 10.3969/j.issn.0258-2724.2013.03.005
    [14]CHEN Jiang, CHEN Wei-Tao, LIU Shi-Dong, MA Jing-Jie. Model Test on Application of Grouting Steel-Tube Micropiles to Landslide Reinforcement[J]. Journal of Southwest Jiaotong University, 2011, 24(5): 758-763. doi: 10.3969/j.issn.0258-2724.2011.05.008
    [15]YANG Ming, YAO Lingkan, WANG Jian, YANG Qinghua. Centrifuge Model Test of Earthquake Countermeasures for Deposit-on-Slope[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 335-340.
    [16]QI Taiyue, GAO Bo, MA Liang. Centrifugal Model Test for Ground Surface Subsidence Caused by Metro Tunneling in Saturated Soft Clay Strata[J]. Journal of Southwest Jiaotong University, 2006, 19(2): 184-189.
    [17]LIUHong, ZHANG Zhuo-yuan, HANWen-xi. Centrifugal Model Tests for Settlement of High Embankment[J]. Journal of Southwest Jiaotong University, 2003, 16(3): 323-326.
    [18]CAOXin一wen, CAIying, SUjian. ModelTestS加dyofDynamiePerformancesof theSubgradeRelnforcedwithGeocellandGeonet[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 350-354.
    [19]CAOXin-wen, LUO Qiang, XUEShuang-gang. Model Test of the Effects of Geocells and Geonets on Subgrade Strengthening under Static Loads[J]. Journal of Southwest Jiaotong University, 2001, 14(3): 322-326.
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(3)

    1. 蒋秀姿，朱宪明，董辉，杨贞贞，罗正东. 格宾堤防边坡动态水头下的浸润过程及稳定全状态函数. 安全与环境学报. 2023(08): 2730-2741 .
    2. 何江飞，姚磊华. 有限填土加筋土-框锚组合体系协同作用模型试验. 科学技术与工程. 2020(34): 14185-14192 .
    3. 何江飞，姚磊华，马程昊，朱彦鹏，武自刚，来榕. 高陡黄土边坡多级有限填土加筋土-框锚组合体系抗滑分析. 科学技术与工程. 2019(13): 235-242 .

    Other cited types(5)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-0405101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 33.4 %FULLTEXT: 33.4 %META: 66.6 %META: 66.6 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 4.0 %其他: 4.0 %[]: 0.3 %[]: 0.3 %上海: 0.6 %上海: 0.6 %北京: 3.4 %北京: 3.4 %十堰: 0.3 %十堰: 0.3 %南京: 1.1 %南京: 1.1 %南通: 0.3 %南通: 0.3 %哥伦布: 0.6 %哥伦布: 0.6 %塔拉赫西: 0.6 %塔拉赫西: 0.6 %太原: 0.3 %太原: 0.3 %张家口: 2.5 %张家口: 2.5 %成都: 1.1 %成都: 1.1 %扬州: 0.3 %扬州: 0.3 %杭州: 1.7 %杭州: 1.7 %武汉: 0.6 %武汉: 0.6 %池州: 1.1 %池州: 1.1 %深圳: 0.3 %深圳: 0.3 %漯河: 1.7 %漯河: 1.7 %石家庄: 0.6 %石家庄: 0.6 %芒廷维尤: 17.6 %芒廷维尤: 17.6 %芝加哥: 2.3 %芝加哥: 2.3 %西宁: 55.8 %西宁: 55.8 %西安: 1.1 %西安: 1.1 %诺丁汉: 0.6 %诺丁汉: 0.6 %郑州: 0.8 %郑州: 0.8 %重庆: 0.3 %重庆: 0.3 %长沙: 0.3 %长沙: 0.3 %其他[]上海北京十堰南京南通哥伦布塔拉赫西太原张家口成都扬州杭州武汉池州深圳漯河石家庄芒廷维尤芝加哥西宁西安诺丁汉郑州重庆长沙

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML
    Article views(528) PDF downloads(197) Cited by(8)
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return