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 36 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHOU Jian, ZHOU Yun-hong, LI Fei, ZHANG Jiao. Centrifuge modelling of wrapped-reinforced sand slope and comparative analysis[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 555-561. DOI: 10.11779/CJGE201403019
Citation: ZHOU Jian, ZHOU Yun-hong, LI Fei, ZHANG Jiao. Centrifuge modelling of wrapped-reinforced sand slope and comparative analysis[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 555-561. DOI: 10.11779/CJGE201403019
shu

Centrifuge modelling of wrapped-reinforced sand slope and comparative analysis

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China; 4. Department of Civil Engineering and Transportation , Shanghai Polytechnic College, Shanghai 200092, China

More Information
  • Received Date: June 16, 2013
  • Published Date: March 19, 2014
    Graphical Abstract
    • Abstract
  • Centrifuge tests on a geosynthetic-reinforced slope are performed to investigate its deformation modes, macroscopic mechanical properties and particle movement in the soil-geosynthetic interface. Through a comparison between the centrifugal test results at 20g and the static model test results, the macro-mesoscopic mechanism of the same size reinforced slope under different stresses is further analyzed. The results show that the wrapped-reinforced sand slope under different stresses has different failure modes. Under high stress state, the peak friction of the interface is greater than the tensile fracture strength of reinforcement materials. But under lower pressure, the tensile fracture strength of reinforcement materials is greater than the peak friction of the interface. Different stress states may significantly influence the interaction in the soil-geosynthetic interface. This study has a positive significance for further understanding the failure mechanism of the wrapped-reinforced sand slope.
    • FullText(HTML)
    • References (12)
  • [1]
    SOMMERS A N, VISWANADHAM B V S. Centrifuge model tests on the behavior of strip footing on geotextile-reinforced slopes[J]. Geotextiles and Geomembranes, 2009, 27(6): 497-505.
    [2]
    VISWANADHAM B V S, RAJESH S. Centrifuge model tests on clay based engineered barriers subjected to differential settlemet[J]. Applied Clay Science, 2009, 42(4): 460-472.
    [3]
    VISWANADHAM B V S, KÖNIG D. Centrifuge modeling of geotextile-reinforced slopes subjected to differential settlements[J]. Geotextiles and Geomembranes, 2009, 27(2): 77-88.
    [4]
    CHEN J F, YU S B. Centrifuge modeling of a geogrid- reinforced embankment with lime-stabilized soil as backfill on soft soil[J]. Bulletin of Engineering Geology and the Enviroment, 2009, 68(4): 511-516.
    [5]
    顾 培, 高长胜, 杨守华, 等. 加筋土挡墙离心模型试验研究[J]. 水利水运工程学报, 2010, 2(3): 67-72. (GU Pei, GAO Chang-sheng, YANG Shou-hua, et al. Centrifugal model test study on reinforced soil retaining wall[J]. Chinese Jounal of Hydro-Science And Engineering, 2010, 2(3): 67-72. (in Chinese))
    [6]
    曹 洁, 张 嘎, 王丽萍. 坡顶加载时黏性土坡土钉加固前后的离心模型试验比较研究[J]. 岩土力学, 2011, 32(增刊1): 364-369. (CAO Jie, ZHANG Ga, WANG Li-ping, Comparison between unreinforced and soil nail-reinforced cohesive soil slopes under load condition in centrifuge model tests[J]. Chinese Jounal of Rock and Soil Mechanics, 2011, 32(S1): 364-369. (in Chinese))
    [7]
    曹 洁, 张 嘎, 王丽萍. 土钉加固黏性土坡加载的离心模型试验研究[J]. 岩土力学, 2012, 33(6): 1696-1702. (CAO Jie, ZHANG Ga, WANG Li-ping. Centrifugal model test on behavior of strip footing on soil nail-reinforced cohesive soil slopes[J]. Chinese Jounal of Rock and Soil Mechanics, 2012, 33(6): 1696-1702. (in Chinese))
    [8]
    周 健, 王家全, 孔祥利, 等. 砂土颗粒与土工合成材料接触界面细观研究[J]. 岩土工程学报, 2010, 32(1): 61-67. (ZHOU Jian, WANG Jia-quan, KONG Xiang-li, et al. Mesoscopic study of the interface between sandy soil and geosynthetics[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1): 61-67. (in Chinese))
    [9]
    周 健, 唐群艳, 王家全, 等. 土工格栅横肋与砂土接触面的细观试验研究[J]. 同济大学学报, 2010, 38(8): 1128 -1134. (ZHOU Jian, TANG Qun-yan, WANG Jia-quan, et al. Mesoscopical study on interface between transvers rib of geogrid and sand[J]. Journal of Tongji University, 2010, 38(8): 1128-1134. (in Chinese))
    [10]
    ZHOU Jian, LI Fei, KONG Xiang-li. Mesoscopic study on the mechanics of geosynthetic reinforced slope[C]// International Symposium on Ge omechanics and Geotechnics: From Micro to Macro. Shanghai, 2010: 611-617.
    [11]
    SL/T235—1999 土工合成材料测试规程[S]. 北京: 中国水利水电出版社, 1999. (SL/T235—1999 Geosynthetics testing procedures[S]. Beijing: China Water Power Press, 1999. (in Chinese))
    [12]
    李 飞, 周 健, 张 娇. 土工合成材料加筋边坡宏细观机理模型试验研究 [J]. 岩土工程学报, 2012, 32(1): 1080-1088. (LI Fei, ZHOU Jian, ZHANG Jiao. Model tests on macro-mesoscopic mechanism of geosynthetic- reinforced slopes[J]. Chinese Journal of Geotechnical Engineering, 2012, 32(1): 1080-1088. (in Chinese))
    • Related Articles

  • Related Articles

    [1]WU Yi-qian, ZHU Yan-peng. Monitoring and numerical simulation of deformation law of deep foundation pit of subway station in Lanzhou collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 404-411. DOI: 10.11779/CJGE2014S2071
    [2]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [3]WANG Hao-ran, HUANG Mao-song, Lü Xi-lin, ZHOU Wei-xiang. Upper-bound limit analysis of stability of shield tunnel face considering seepage[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1696-1704.
    [4]Numerical simulation of 3D hydraulic fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1875-1881.
    [5]XU Neng-xiong. 3D engineering geological modeling method suitable for numerical simulation       [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1710-1716.
    [6]ZHOU Jian, CUI Jihong, JIA Mincai, SHI D. Numerical simulation of cone penetration test by discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1604-1610.
    [7]YU Boting, SUN Hongyue, SHANG Yuequan. Physical model simulation tests on seepage system in debris-containing clay slopes[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 705-708.
    [8]ZHANG Wei, XIAO Ming. Study on numerical simulation of faultage of seepage in underground project with latent complex-material element method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1203-1206.
    [9]CHEN Zhonghui, THAM L.G., YEUNG M.R.. Renormalization study and numerical simulation on brittle failure of rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 183-187.
    [10]HU Yunjin, QIAN Rui, SU Baoyu. A numerical simulation method to determine unsaturated hydraulic parameters of fracture[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 284-287.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    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