Modeling and safety assessment of a piled raft comprising defective piles

被引:0
|
作者
Abdel-Fattah, T. T. [1 ]
Hemada, A. A. [1 ]
Abdel-Fattah, M. T. [2 ]
机构
[1] Housing & Bldg Natl Res Ctr, Geotech Engn Inst, Giza, Egypt
[2] EHAF Consulting Engn, Giza, Egypt
关键词
CONSTRUCTION;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper deals with the modeling of a piled raft system comprising a number of defective piles using a nonlinear finite element analysis. A series of single-pile compression tests, involving both normal and defective piles, is investigated. The results of these analyses permit the determination of the probable causes of imperfection for the defective piles which help in determining the numerical parameters that are employed for the three-dimensional analyses of the problem in hand. Beside the piled raft system, the study extends to analyze both the traditional raft and the conventional pile group systems in order to compare the behaviors and safety margins of the three systems. In addition, a problem of a piled raft considering ideal pile behavior is investigated. the results show that the percentages of load directly transferred by the raft are considerable but have different values in different systems depending on the number of the defective piles.
引用
收藏
页码:639 / 644
页数:6
相关论文
共 50 条
  • [1] Numerical Analysis of Piled Raft Composed by Short Piles
    Rodrigo Garcia, Jean
    Rocha de Albuquerque, Paulo Jose
    GEOTECHNICAL ENGINEERING IN THE XXI CENTURY: LESSONS LEARNED AND FUTURE CHALLENGES, 2019, : 553 - 560
  • [2] Analysis of piled raft foundation with different lengths and diameters of piles
    College of Machinery and Civil Engineering, Hebei University, Baoding 071002, China
    不详
    Yantu Gongcheng Xuebao, 2006, 11 (1958-1963):
  • [3] Piled raft with hollow auger piles founded in a Brazilian granular deposit
    Soares, Wilson Cartaxo
    Coutinho, Roberto Quental
    da Cunha, Renato Pinto
    CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (08) : 1005 - 1022
  • [4] Behavior of Geosynthetic-Reinforced Piled Embankments with Defective Piles
    King, Louis
    Bouazza, Abdelmalek
    Gaudin, Christophe
    O'Loughlin, Conleth D.
    Bui, Ha H.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (11)
  • [5] Design and safety concept for piled raft foundations
    Katzenbach, R
    Arslan, U
    Moormann, C
    DEEP FOUNDATIONS ON BORED AND AUGER PILES - BAP III, 1998, : 439 - 448
  • [6] Thermomechanical Effects Induced by Energy Piles Operation in a Small Piled Raft
    Salciarini, Diana
    Ronchi, Federica
    Cattoni, Elisabetta
    Tamagnini, Claudio
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2015, 15 (02)
  • [7] Bearing characteristics of model piled raft foundations supported by sheet piles
    Xiong, Xi
    Guo, Wentao
    Matsumoto, Tatsunori
    Ishihara, Yukihiro
    INTERNATIONAL JOURNAL OF PHYSICAL MODELLING IN GEOTECHNICS, 2023, 24 (01) : 38 - 53
  • [8] Practical analysis of piled raft foundation considering ultimate capacity of piles
    Yang, Min
    Wang, Shujuan
    Wang, Bojun
    Zhou, Ronghua
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 20 (05): : 82 - 86
  • [9] Experimental Investigation of Optimum Piles Spacing for Piled Raft Foundation in Sandy Soils
    Ates, Bayram
    Sadoglu, Erol
    TEKNIK DERGI, 2021, 32 (01): : 10477 - 10493
  • [10] A simplified analysis method for piled raft and pile group foundations with batter piles
    Kitiyodom, P
    Matsumoto, T
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (13) : 1349 - 1369