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
  • [21] APPLICATION OF FLAC3D FOR SIMULATION OF THE BOREHOLE HYDRAULIC MINING OF NONG'AN OIL SHALE
    Zhao, Gui-Jie
    Chen, Chen
    Dong, Xue-Jiao
    Qian, Fang
    Wang, Wei
    Gao, Shuai
    OIL SHALE, 2014, 31 (03) : 278 - 288
  • [22] Implementation of a bounding surface model of structured clays in FLAC3D and numerical simulation of tunnel construction
    Liu J.
    Yin Z.
    Yang J.
    Zhu S.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2020, 39 (06): : 1277 - 1286
  • [23] 邻近隧洞爆破的FLAC3D模拟
    乔宪队
    黄仁东
    采矿技术, 2007, (02) : 94 - 96
  • [24] Dissipation of pore water in the process of preloading and sand well drain based on Flac3d
    Wu, Chuansheng (wuchuansheng2014@163.com), 1600, E-Journal of Geotechnical Engineering (19):
  • [25] Secondary development and application of the NP-T creep model based on FLAC3D
    Luwang Chen
    Shengjie Li
    Kaixian Zhang
    Yanxian Liu
    Arabian Journal of Geosciences, 2017, 10
  • [26] Numerical simulation analysis of a landslide using FLAC3D
    Wu-Qi, T. (twq5257@163.com), 1600, E-Journal of Geotechnical Engineering, 214B Engineering South, Stillwater, OK 74078, United States (18 M):
  • [27] Secondary development and application of the NP-T creep model based on FLAC3D
    Chen, Luwang
    Li, Shengjie
    Zhang, Kaixian
    Liu, Yanxian
    ARABIAN JOURNAL OF GEOSCIENCES, 2017, 10 (23)
  • [28] SLOPE REINFORCEMENT DESIGN BASED ON GEOSTUDIO AND FLAC3D
    Yu, Rongxia
    Huang, Zhian
    Yang, Zhiquan
    MINING SCIENCE, 2022, 29 : 144 - 163
  • [29] Check of caisson stability using FLAC3D modeling
    Maertens, J
    Ramaechers, C
    Buchet, G
    Terryn, N
    FLAC AND NUMERICAL MODELING IN GEOMECHANICS, 1999, : 459 - 462
  • [30] 垃圾填埋场FLAC3D建模方法研究
    邱光习
    山西建筑, 2014, 40 (14) : 287 - 288