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 45 Issue S1
Turn off MathJax
Article Contents
Abstract
References
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
shu

Centrifugal model tests on stability of embankment on soft soil foundation

  • 1.

    Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China

  • 2.

    China University of Geosciences (Wuhan), Wuhan 430074, China

More Information
  • Received Date: July 04, 2023
  • Available Online: November 23, 2023
    Graphical Abstract
    • Abstract
  • 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.
    • FullText(HTML)
    • References (9)
  • [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.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(13)

    1. 汪云飞，王海军，赵新铭，汤雷，潘建伍. 热载荷下脆性固体中三维平行内裂纹的相互作用：实验和数值模拟（英文）. Journal of Central South University. 2023(01): 331-350 .
    2. 胡南燕，黄建彬，罗斌玉，李雪雪，陈敦熙，曾子懿，付晗，娄家豪. 环氧树脂基脆性透明岩石相似材料配比试验研究. 岩土力学. 2023(12): 3471-3480 .
    3. Jiyun Xu，Hanzhang Li，Haijun Wang，Lei Tang. Experimental study on 3D internal penny-shaped crack propagation in brittle materials under uniaxial compression. Deep Underground Science and Engineering. 2023(01): 37-51 .
    4. Haijun Wang，Hanzhang Li，Lei Tang，Xuhua Ren，Qingxiang Meng，Chun Zhu. Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing. Journal of Rock Mechanics and Geotechnical Engineering. 2022(03): 757-769 .
    5. Haijun Wang，Hanzhang Li，Lei Tang，Jianchun Li，Xuhua Ren. Fracturing behavior of brittle solids containing 3D internal crack of different depths under ultrasonic fracturing. International Journal of Mining Science and Technology. 2022(06): 1245-1257 .
    6. 王海军，乐成军，汤雷，赵初，李汉章，戚海棠. 基于3D-ILC含水平内裂纹脆性固体三点弯断裂特性研究. 岩土力学. 2021(10): 2773-2784 .
    7. 王海军，顾浩，任然，汤雷，郁舒阳，戚海棠. 基于3D-ILC脆性材料双共面与障碍内裂纹扩展特性. 煤炭学报. 2021(S1): 263-273 .
    8. 张志韬，王海军，汤雷，赵初，李汉章，苏正洋. 基于3D-ILC含偏心内裂纹半圆弯拉断裂特性研究. 岩土力学. 2020(01): 111-122+131 .
    9. 王海军，郁舒阳，李汉章，任然，汤雷，朱文炜. 基于3D-ILC超声场致脆性固体单内裂纹扩展规律研究. 岩石力学与工程学报. 2020(05): 938-948 .
    10. 王海军，郁舒阳，汤子璇，汤雷，任然，徐进. 基于3D-ILC含60°内裂纹脆性球体Ⅰ-Ⅱ-Ⅲ型断裂研究. 岩土力学. 2020(05): 1573-1582 .
    11. 王海军，张珂，任然，汤雷，郁舒阳. 基于3D-ILC含60°平行双内裂纹脆性巴西圆盘断裂特性. 工程科学与技术. 2020(04): 184-193 .
    12. 金爱兵，王树亮，王本鑫，孙浩，陈帅军，朱东风. 基于DIC的3D打印交叉节理试件破裂机制研究. 岩土力学. 2020(12): 3862-3872 .
    13. 王海军，郁舒阳，任然，汤雷，李欣昀，贾宇. 基于3D-ILC含内裂纹孔口脆性固体断裂特性试验. 岩土力学. 2019(06): 2200-2212 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(15)
    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