A Design Methodology for Pile Foundation of Frame-type Levee

被引:0
|
作者
Su, Guoshao [1 ]
Sheng, Yanhua [1 ]
Yan, Liubin [1 ]
Qian, Kun [1 ]
机构
[1] Guangxi Univ, Key Lab Disaster Prevent & Struct Safety, Sch Civil & Architecture Engn, Nanning 530004, Guangxi, Peoples R China
关键词
Design Methodology; Frame-type Levee; Pile foundation; Flood control;
D O I
10.4028/www.scientific.net/AMM.291-294.1084
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Aiming to the characteristic of mechanical behavior of pile foundation of frame-type Levee, a design methodology and its main implementation steps for pile foundation of frame-type Levee is proposed based on P-Y curve method. A practical computer program based on MATLAB and Visual Basic computer language is developed for internal force and displacement calculation of pile foundation of frame-type Levee. The methodology which had been applied in a practical engineering paves a new way for design of pile foundation of frame-type Levee.
引用
收藏
页码:1084 / 1087
页数:4
相关论文
共 50 条
  • [21] A Novel 2-DOF Frame-Type Rotary Piezoelectric Actuator: Design, Dynamic Modeling, and Experimental Evaluation
    Pan, Zhiyong
    Wang, Liang
    Jin, Jiamei
    Feng, Haoren
    Zhao, Chunsheng
    IEEE TRANSACTIONS ON INDUSTRIAL ELECTRONICS, 2024,
  • [22] Wind tunnel evaluation of mean wind pressure on a frame-type signboard
    Paulotto, Carlo
    Ciampoli, Marcello
    Augusti, Giuliano
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2006, 94 (05) : 397 - 413
  • [23] Frame-type load bearing system for long-span cantilevers
    Sajedi, Seyed Omid
    Mirghaderi, Seyed Rasoul
    Keshavarzi, Farhad
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2018, 27 (09):
  • [24] VALIDATION OF NEW EQUATIONS FOR DYNAMIC ANALYSES OF TALL FRAME-TYPE STRUCTURES
    KERR, AD
    ELSIBAIE, MA
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1987, 15 (05): : 549 - 563
  • [25] Formation of the Properties of Antimony Matrix Alloys for Frame-Type Composite Materials
    Gulevskii, V. A.
    Antipov, V. I.
    Vinogradov, L. V.
    Kolmakov, A. G.
    Lazarev, E. M.
    Samarina, A. M.
    Mukhina, Yu. E.
    RUSSIAN METALLURGY, 2009, 2009 (06): : 533 - 537
  • [26] Analysis of lateral track buckling using new frame-type equations
    Grissom, GT
    Kerr, AD
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2006, 48 (01) : 21 - 32
  • [27] Science and empiricism in pile foundation design
    Randolph, MF
    GEOTECHNIQUE, 2003, 53 (10): : 847 - 874
  • [28] Simulation and Safety Analysis for Frame-type Movable Highway Barriers of Median Opening
    Li, Jun
    Lyu, Nengchao
    Qin, Ling
    Zhou, Ying
    2017 4TH INTERNATIONAL CONFERENCE ON TRANSPORTATION INFORMATION AND SAFETY (ICTIS), 2017, : 463 - 467
  • [29] Aseismic pile foundation design analysis
    Pender, M.J.
    Bulletin of the New Zealand National Society for Earthquake Engineering, 1993, 26 (01): : 49 - 160
  • [30] EXPERIMENTAL INVESTIGATION OF MHD CHANNELS HAVING FRAME-TYPE ELECTRODES.
    Gel'fgat, Yu.M.
    Gorbunov, L.A.
    Magnetohydrodynamics New York, N.Y., 1978, 14 (04): : 502 - 506