Prediction and Optimization of Pile Bearing Capacity Considering Effects of Time

被引:11
|
作者
Khanmohammadi, Mohammadreza [1 ]
Armaghani, Danial Jahed [2 ]
Sabri, Mohanad Muayad Sabri [3 ]
机构
[1] Isfahan Univ Technol, Dept Civil Engn, Esfahan 8415683111, Iran
[2] Univ Technol Sydney, Sch Civil & Environm Engn, Ultimo, NSW 2007, Australia
[3] Peter Great St Petersburg Polytech Univ, St Petersburg 195251, Russia
关键词
pile bearing capacity; genetic programming; artificial bee colony; gray wolf optimization; optimization purposes; CLAY; BEHAVIOR; SETUP;
D O I
10.3390/math10193563
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Prediction of pile bearing capacity has been considered an unsolved problem for years. This study presents a practical solution for the preparation and maximization of pile bearing capacity, considering the effects of time after the end of pile driving. The prediction phase proposes an intelligent equation using a genetic programming (GP) model. Thus, pile geometry, soil properties, initial pile capacity, and time after the end of driving were considered predictors to predict pile bearing capacity. The developed GP equation provided an acceptable level of accuracy in estimating pile bearing capacity. In the optimization phase, the developed GP equation was used as input in two powerful optimization algorithms, namely, the artificial bee colony (ABC) and the grey wolf optimization (GWO), in order to obtain the highest bearing capacity of the pile, which corresponds to the optimum values for input parameters. Among these two algorithms, GWO obtained a higher value for pile capacity compared to the ABC algorithm. The introduced models and their modeling procedure in this study can be used to predict the ultimate capacity of piles in such projects.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] THE IMPROVEMENT OF THE PILE BEARING CAPACITY
    SIMEK, J
    VERFEL, J
    SEDLECKY, O
    OCENASEK, J
    HOLOUSOVA, T
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1989, : 1031 - 1034
  • [22] An Optimization Algorithm for Exponential Curve Model of Single Pile Bearing Capacity
    Hongmei Ma
    Cheng Peng
    Jinying Gan
    Yonghong Deng
    Geotechnical and Geological Engineering, 2021, 39 : 3265 - 3269
  • [23] An Optimization Algorithm for Exponential Curve Model of Single Pile Bearing Capacity
    Ma, Hongmei
    Peng, Cheng
    Gan, Jinying
    Deng, Yonghong
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (04) : 3265 - 3269
  • [24] Uplift capacity of single bent pile and pile group considering arching effects in sand
    Shelke A.
    Mishra S.
    Geotechnical and Geological Engineering, 2010, 28 (4) : 337 - 347
  • [25] Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry
    Alekseev, A. G.
    Bezvolev, S. G.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2023, 60 (03) : 189 - 197
  • [26] Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach
    Bian, Xiao-Ya
    Zheng, Jun-Jie
    Xu, Zhi-Jun
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (SUPPL.2): : 1099 - 1102
  • [27] Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry
    A. G. Alekseev
    S. G. Bezvolev
    Soil Mechanics and Foundation Engineering, 2023, 60 : 189 - 197
  • [28] Research on settlement and bearing capacity of Y-section pile considering abnormality effect
    Wang Xinquan
    Wei Xinjiang
    Liu Anyuan
    Liao Juan
    Ren Lianwei
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 935 - +
  • [29] Research on Time Effect of Bearing Capacity of Jacked Pile in Soft Soil
    Wang, Jiatao
    Song, Xianghong
    Zhang, Liwen
    MEMS, NANO AND SMART SYSTEMS, PTS 1-6, 2012, 403-408 : 1896 - +
  • [30] Time effect of ultimate bearing capacity of driven pile in soft clay
    Mei, Guo-Xiong
    Zhou, Feng
    Zai, Jin-Min
    Song, Lin-Hui
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 2165 - 2170