• 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
ZHANG Nan, LI Bo, WANG Tiancheng, JIANG Jiwei, WANG Hanwu. Centrifugal model tests on stability of embankment on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 222-225. DOI: 10.11779/CJGE2023S10032
Citation: ZHANG Nan, LI Bo, WANG Tiancheng, JIANG Jiwei, WANG Hanwu. Centrifugal model tests on stability of embankment on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 222-225. DOI: 10.11779/CJGE2023S10032

Centrifugal model tests on stability of embankment on soft soil foundation

More Information
  • Received Date: July 04, 2023
  • Available Online: November 23, 2023
  • To explore its stability and deformation mechanism, an optimized consolidation treatment scheme of drainage plate and preloading drainage for the embankment on soft soil foundation is proposed based on an embankment project. Two groups of centrifugal model tests are carried out under three levels of preloading conditions. The stability of untreated and optimized embankments on soft soil foundation is compared and analyzed from the perspectives of foundation settlement, pore water pressure and foundation strength. The results show that a smaller post-construction settlement for the treated foundation is observed under the loading conditions of three levels of preloading, and the earth pressure reaches a stable state in a short time under over-gravity field. Meanwhile, the dissipation capacity of pore water pressure is higher. The plastic drainage board and surcharge preloading foundation treatment method for the old embankment on soft foundation can improve the consolidation efficiency and stability. The research results may provide guidance for the section design of embankment and the optimization of foundation treatment on soft soil foundation.
  • [1]
    林鸿州, 于玉贞, 李广信, 等. 降雨特性对土质边坡失稳的影响[J]. 岩石力学与工程学报, 2009, 28(1): 198-204. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200901030.htm

    LIN Hongzhou, YU Yuzhen, LI Guangxin, et al. Influence of rainfall characteristics on soil slope failure[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 198-204. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200901030.htm
    [2]
    DELAGE P, LEFEBVRE G. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation[J]. Canadian Geotechnical Journal, 1984, 21(1): 21-35. doi: 10.1139/t84-003
    [3]
    杨爱武, 肖敏, 周玉明. 石灰粉煤灰固化天津滨海软土试验研究[J]. 地下空间与工程学报, 2019, 15(1): 60-67. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201901009.htm

    YANG Aiwu, XIAO Min, ZHOU Yuming. Experimental study on lime-fly ash to cure Tianjin marine soft soil[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(1): 60-67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201901009.htm
    [4]
    张宏, 柳艳华, 杜东菊. 基于孔隙特征的天津滨海软黏土微观结构研究[J]. 同济大学学报(自然科学版), 2010, 38(10): 1444-1449. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201010007.htm

    ZHANG Hong, LIU Yanhua, DU Dongju. Microstructure research based on pore characteristic of soft clay in Tianjin Binhai new district[J]. Journal of Tongji University (Natural Science), 2010, 38(10): 1444-1449. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201010007.htm
    [5]
    杨爱武, 吴可龙, 周玉明, 等. 小偏应力作用下吹填土蠕变过程中微结构特征演变研究[J]. 水文地质工程地质, 2015, 42(2): 89-96. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201502015.htm

    YANG Aiwu, WU Kelong, ZHOU Yuming, et al. A study of the microstructure characteristics evolution of dredger fill in the process of creep[J]. Hydrogeology & Engineering Geology, 2015, 42(2): 89-96. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201502015.htm
    [6]
    高峰. 一种施工期间堤防稳定性分析方法[J]. 岩土力学, 2009, 30(增刊2): 158-162. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S2035.htm

    GAO Feng. An analysis method of stability of embankment during construction period[J]. Rock and Soil Mechanics, 2009, 30(S2): 158-162. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S2035.htm
    [7]
    孔纲强, 张弛. 填筑速率对软基上堤防沉降影响的现场试验与数值模拟[J]. 岩土力学, 2014, 35(S2): 343-349. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2014S2049.htm

    KONG Gangqiang, ZHANG Chi. Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds[J]. Rock and Soil Mechanics, 2014, 35(S2): 343-349. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2014S2049.htm
    [8]
    JIN J H, PARK S, TAMANG B, et al. A study on seismic behaviors of earth-filled embankment with intact and deteriorated core using centrifuge model tests[J]. International Journal of Civil Engineering, 2021, 19(11): 1283-1297.
    [9]
    WANG L P, ZHANG G, ZHANG J M. Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake[J]. Geotextiles and Geomembranes, 2011, 29(3): 222-232.
  • Cited by

    Periodical cited type(1)

    1. 管大刚,胡志明,郑鹏鹏,袁山,陈保国,张艳林. 开挖顺序及内支撑早期刚度对软土基坑稳定性影响规律. 建筑科学与工程学报. 2024(02): 181-190 .

    Other cited types(0)

Catalog

    Article views (153) PDF downloads (49) Cited by(1)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return