Application of FLAC3D to the construction process of crossing structure

被引:0
|
作者
Zhu, Zhengguo [1 ]
Sun, Minglei [1 ]
He, Benguo
Zhu, Yongquan [1 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
关键词
fast lagrangian method; south-to-North water diversion; arch culvert; underpassing freeway; TUNNEL;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The underdrain of ancient canal beneath Shi-Tai Expressway is a large-scale graff cross structure of main channel in middle route project of South-to-North water diversion. It is a three-arch culvert structure, where the construction condition is very complex and constructed with partial excavation method. The soil stratum of the underdrain are fine sand and medium fine sand mostly. The traveling vehicle load on the expressway above is heavy; and the excavation width (25.6 m) is the widest in similar engineering in China, so the construction is the most difficult on the route. According to actual construction sequence and craft, the process is simulated by using FLAC(3D) software, which adopts three dimensional explicit difference formulation and simulates three dimensional mechanical behavior of geotechnical engineering commendably. The stratum deformation, the stress and the distribution of plastic zone are discussed in detail. The calculation results indicate that the construction scheme of the underdrain underpass segment is reasonable; it also provides basis for the range of stratum reinforcement, thus guiding the underdrain construction scheme. The practice of construction process proves that the assistant reinforcement measures have obvious effect for the safety of road route and underdrain construction, based on the results of numerical simulation.
引用
收藏
页码:1087 / 1092
页数:6
相关论文
共 50 条
  • [31] Implementation and verification of interface constitutive model in FLAC3D
    Hai-min WU*1
    WaterScienceandEngineering, 2011, 4 (03) : 305 - 316
  • [32] Implementation and verification of interface constitutive model in FLAC3D
    Wu, Hai-Min
    Shu, Yi-Ming
    Zhu, Jun-Gao
    WATER SCIENCE AND ENGINEERING, 2011, 4 (03) : 305 - 316
  • [33] 基于ADINA平台的FLAC3D建模
    张玉灯
    西北水电, 2008, (04) : 73 - 75+78
  • [34] Study on the conversion of GOCAD models to FLAC3D models
    Ni, Xiao-Dong
    Chen, Ke
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 2527 - 2531
  • [35] Construction of 3D Creep Model of Landslide Slip-Surface Soil and Secondary Development Based on FLAC3D
    Wang, Li
    Wang, Shimei
    Li, Gao
    Wang, Lin
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [36] A modified initial in-situ Stress Inversion Method based on FLAC3D with an engineering application
    Li, Yong
    Guo, Yunhua
    Zhu, Weishen
    Li, Shucai
    Zhou, Hao
    OPEN GEOSCIENCES, 2015, 7 (01): : 824 - 835
  • [37] Application of FLAC3D in reinforcement measures of Wangjiashan tunnel slope considering seepage and strength reduction
    Zhen, Yuan
    Zou, Jin-Feng
    Electronic Journal of Geotechnical Engineering, 2015, 20 (21): : 12073 - 12078
  • [38] Implementation of tension-shear coupling failure mode of bolts in FLAC3D and its application
    Luan H.
    Cao Y.
    Jiang Y.
    Guan Y.
    Li C.
    Zhang S.
    Liu J.
    Journal of Mining and Strata Control Engineering, 2022, 4 (06)
  • [39] Application of SSRM in stability analysis of subgrade embankments over sloped weak ground with FLAC3D
    Jiang, Xin
    Qiu, Yanjun
    Wei, Yongxing
    Ling, Jianming
    LANDSLIDES AND ENGINEERED SLOPES: FROM THE PAST TO THE FUTURE, VOLS 1 AND 2, 2008, : 741 - 746
  • [40] FLAC3D numerical simulations of deep mining at Laronde Mine
    O'Connor, CP
    Brummer, RK
    Andrieux, PP
    Emond, R
    McLaughlin, B
    FLAC AND NUMERICAL MODELING IN GEOMECHANICS, 2003, : 221 - 231