Flac3d numerical simulation of tension-dispersive anchor cable

被引：0
|
作者：
College of Civil Engineering, Chongqing University, Chongqing, China [1 ]
不详 [2 ]
不详 [3 ]
机构：
来源：
Electron. J. Geotech. Eng. | / T卷 / 6009-6020期
关键词：
Anchor cables - Excavation - Piles - Numerical models;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on the geological condition of some engineering project, anchor-pile supporting structure pit foundation excavation is simulated by virtue of the flac3d program and the tension dispersive anchor cable is focused on in this paper. The tension dispersive anchor cable's simulation method and distribution rule of the shear stress between the anchor body and the soil body, and the shear stress peak value are studied; and compared with the tension-concentrated anchor cable under the certain pre-stressed load. The results show the shear stress peak value of the tension concentrated anchor cable is about 1.5 times of the tension-dispersive anchor cable in this project. Moreover, some factors, affecting distribution of the shear stress, are discussed in this paper. © 2014 ejge.
引用
收藏
相关论文
共 50 条
  • [1] Numerical analysis on a new pressure-type anchor cable with precast anchor head based on FLAC3d
    Li, Jian
    Li, Lijie
    PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON ELECTRONICS, NETWORK AND COMPUTER ENGINEERING (ICENCE 2016), 2016, 67 : 237 - 241
  • [2] Numerical Implementation and Application of Anchor Bolt Shear Fracture in FLAC3D
    Zhang Z.
    Liu Y.
    Zhao Z.
    Li H.
    Zhongguo Tiedao Kexue/China Railway Science, 2019, 40 (04): : 59 - 68
  • [3] 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):
  • [4] Rock slope stability analysis based on FLAC3D numerical simulation
    Wang, Hao
    Chen, Zixiong
    Zhang, Dongming
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 375 - 379
  • [5] Numerical simulation for tunnel excavation in stratified rock mass by FLAC3D
    Zhu Zi-qiang
    Li Hai-qing
    Liu Qun-yi
    He Xian-qi
    2009 IEEE 10TH INTERNATIONAL CONFERENCE ON COMPUTER-AIDED INDUSTRIAL DESIGN & CONCEPTUAL DESIGN, VOLS 1-3: E-BUSINESS, CREATIVE DESIGN, MANUFACTURING - CAID&CD'2009, 2009, : 2271 - 2274
  • [6] Study on the Lagging Support Mechanism of Anchor Cable in Coal Roadway Based on FLAC3D Modified Model
    Wang, Xiangyu
    Wang, Guanghui
    Wu, Bowen
    Liu, Shuaigang
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [7] FLAC3D numerical simulation study on deformation of subgrade construction process
    Lu, Yani
    Li, Gaiwei
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 466 - +
  • [8] Study on numerical simulation of obliquely incident seismic waves based on FLAC3D
    Zhang, Rulin
    Lou, Menglin
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2010, 43 (SUPPL. 1): : 22 - 27
  • [9] Numerical simulation of the stability of deep roadway surrounding rock based on FLAC3D
    Jia Xiao-liang
    2020 3RD INTERNATIONAL CONFERENCE OF GREEN BUILDINGS AND ENVIRONMENTAL MANAGEMENT, 2020, 531
  • [10] Numerical simulation by FLAC3D for stress and deformation response of cranny slope reinforcement
    Yu, Weiwei
    PROCEEDINGS OF FIRST INTERNATIONAL CONFERENCE OF MODELLING AND SIMULATION, VOL VI: MODELLING AND SIMULATION IN ARCHITECTURE, CIVIL ENGINEERING AND MATERIALS, 2008, : 464 - 467
12345