ANALYSIS OF PILED EMBANKMENT ON SOFT SOIL

被引:0
|
作者
Drusa, Marian [1 ]
Vlcek, Jozef [1 ]
Kais, Ladislav [1 ]
机构
[1] Univ Zilina, Fac Civil Engn, Dept Geotech, Zilina, Slovakia
关键词
soft subsoil; piled embankment; load transfer platform; high strength geogrids;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
There are various types of solutions for the design of embankment foundation on soft subsoil. Good results are obtained using combined soil structures reinforced by geosynthetics. Advantages of these structures lie in simplicity of construction, cost-effectiveness, the ability of better resistance against non-homogeneous foundation conditions. Additionally, resistance to extreme situations (seismic load, floods, etc.), as well as resistance to dynamic load effects from transport and uneven settlements is vastly improved. Currently, there are many design recommendations by several authors, but only a few standard procedures. New recommended methods can still be introduced for design of piled embankment demonstrated on real construction part of modernized high-speed railway line.
引用
收藏
页码:57 / 62
页数:6
相关论文
共 50 条
  • [1] Study of soil arching in piled embankment with FEM
    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
    [J]. Rock Soil Mech, 2008, 6 (1466-1470):
  • [2] Study of soil arching in piled embankment with FEM
    He Chong
    Lou Xiao-ming
    Xiong Ju-hua
    [J]. ROCK AND SOIL MECHANICS, 2008, 29 (06) : 1466 - 1470
  • [3] Three dimensional discrete element analysis of soil arching in piled embankment
    桩承式路堤土拱效应三维离散元分析
    [J]. Wei, Jing (jingwei@bjtu.edu.cn), 1600, Academia Sinica (41): : 347 - 354
  • [4] Performance of an embankment supported by a piled raft on soft ground
    Kim, Sang-kyu
    Han, Sung-Gil
    Song, Sun-Ok
    Poulos, Harry George
    [J]. DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, : 1325 - 1332
  • [5] Motorway embankment on soft soil - monitoring and analysis
    Arab, R.
    Faure, Y. H.
    Ung, S. Y.
    Michaud, B.
    [J]. Geosynthetics, Vols 1-4, 2006, : 921 - 924
  • [6] Discrete element analysis of the development and evolution of soil arching within a piled embankment
    [J]. Zheng, Jun-Jie (zhengjj@hust.edu.cn), 1600, Chinese Society of Civil Engineering (39):
  • [7] Experimental and numerical studies of soil arching in piled embankment
    Fei Kang
    Wang Jun-jun
    Chen Yi
    [J]. ROCK AND SOIL MECHANICS, 2011, 32 (07) : 1975 - 1983
  • [8] Experimental analysis of soil arching effect in piled embankment based on granular media
    Fang Ying-guang
    Hou Ming-xun
    Gu Ren-guo
    Feng De-luan
    Chen Ping
    [J]. ROCK AND SOIL MECHANICS, 2015, 36 : 55 - 60
  • [9] Soil Arching of Piled Embankment in Equal Settlement Pattern: A Discrete Element Analysis
    Wang, Kangyu
    Cao, Jun
    Wang, Xinquan
    Ning, Yingjie
    [J]. SYMMETRY-BASEL, 2021, 13 (09):
  • [10] Shakedown analysis of soil arch in piled embankment of high-speed railway
    Bi, Zongqi
    Gong, Quanmei
    Zhou, Shunhua
    Han, Gaoxiao
    [J]. Tiedao Xuebao/Journal of the China Railway Society, 2016, 38 (11): : 102 - 110