Hybrid artificial neural network models for bearing capacity evaluation of a strip footing on sand based on Bolton failure criterion

被引:4
|
作者
Jitchaijaroen, Wittaya [1 ]
Kumar, Divesh Ranjan [2 ]
Keawsawasvong, Suraparb [1 ]
Wipulanusat, Warit
Jamsawang, Pitthaya [3 ]
机构
[1] Thammasat Univ, Fac Engn, Thammasat Sch Engn, Dept Civil Engn,Res Unit Sci & Innovat Technol Civ, Bangkok 12120, Pathumthani, Thailand
[2] Thammasat Univ, Fac Engn, Thammasat Sch Engn, Dept Civil Engn,Res Unit Data Sci & Digital Transf, Bangkok 12120, Pathumthani, Thailand
[3] King Mongkuts Univ Technol North Bangkok, Soil Engn Res Ctr, Dept Civil Engn, Bangkok 10800, Thailand
关键词
Strip footing; Bearing capacity; FELA; Bolton failure criterion; Machine learning; IMPERIALIST COMPETITIVE ALGORITHM; FINITE-ELEMENTS; STRESS LEVEL; N-GAMMA; FOUNDATIONS; OPTIMIZATION; STRENGTH; DILATANCY;
D O I
10.1016/j.trgeo.2024.101347
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper employs the Bolton failure criterion, incorporating strength-dilatancy relationships, to analyze the bearing capacity factor of a strip footing on dense sand. Utilizing finite element limit analysis (FELA) based on the lower and upper bound theorems, the study presents the results as average bound solutions. By using the Bolton model, the b parameter is first calibrated and found that it should be about 3.50 to align the ultimate bearing capacity (qu) q u ) from FELA to have a good agreement with that from experimental test results from previous studies. The influence of parameters relevant to the Bolton failure criterion is analysed, showing that an increase in relative density (DR) D R ) significantly affects the variation in the bearing capacity factor (N gamma) N gamma ) at higher Q values, while lower Q values inhibit dilatancy due to soil crushing. The width of the strip footing (B) B ) has a decreasing effect on N gamma gamma at higher Q values, and the unit weight (gamma) gamma ) changes minimally impact N gamma gamma within the range of 16-22 - 22 kN/m3. 3 . Additionally, an increase in the critical state friction angle (phi cv) phi cv ) consistently increases N gamma , highlighting its direct correlation with soil shear strength. A hybrid artificial neural network (ANN) model integrates machine learning with four optimization algorithms: Imperialist Competitive Algorithm (ICA), Ant Lion Optimization (ALO), Teaching Learning Based Optimization (TLBO), and New Self-Organizing Hierarchical Particle Swarm Optimizer with Jumping Time-Varying Acceleration Coefficients (NHPSO-JTVAC). Comparative rank analysis of hybrid ANN models based on the selection of the optimal number of hidden neurons demonstrates that the ANNTLBO model excels in predicting the bearing capacity factor, achieving a score of 48. This conclusion is corroborated by an error heatmap matrix, which indicates a minimized percentage of error relative to other hybrid ANN models. Importance analysis identifies particle crushing strength (Q) Q) as the most significant factor influencing the bearing capacity factor (N gamma). N gamma ).
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Bearing capacity of a strip footing with nonlinear failure criterion
    Yang Xiao-li
    Guo Nai-zheng
    Li Liang
    ROCK AND SOIL MECHANICS, 2005, 26 (08) : 1177 - 1183
  • [2] Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr-Coulomb Failure Criterion
    Chen, B. H.
    Luo, W. J.
    Xu, X. Y.
    Hu, R. Q.
    Yang, X. L.
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (10)
  • [3] Lower Bound Solution of Foundation Bearing Capacity beneath Strip Footing Based on Parabolic Mohr Failure Criterion
    Fang Wei
    Shi Li-jun
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [4] Effect of fabric anisotropy on bearing capacity and failure mode of strip footing on sand: An anisotropic model perspective
    Liao, D.
    Yang, Z. X.
    COMPUTERS AND GEOTECHNICS, 2021, 138
  • [5] Influence of a nonlinear failure criterion on the bearing capacity of a strip footing resting on rock mass using a lower bound approach
    Yang, XL
    Yin, JH
    Li, L
    CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (03) : 702 - 707
  • [6] Influence of the unified strength theory parameters on the failure characteristics and bearing capacity of sand foundation acted by a shallow strip footing
    Deng, Longsheng
    Fan, Wen
    Yu, Bo
    Wang, Yong
    ADVANCES IN MECHANICAL ENGINEERING, 2020, 12 (02)
  • [7] An Artificial Neural Network Approach for Prediction of Bearing Capacity of Spread Foundations in Sand
    Nazir, Ramli
    Momeni, Ehsan
    Marsono, Kadir
    Maizir, Harnedi
    JURNAL TEKNOLOGI, 2015, 72 (03):
  • [8] An artificial neural network-based model for predicting the bearing capacity of square footing on coir geotextile reinforced soil
    Lal, Dharmesh
    Sankar, N.
    Chandrakaran, S.
    EMERGING TRENDS IN ENGINEERING, SCIENCE AND TECHNOLOGY FOR SOCIETY, ENERGY AND ENVIRONMENT, 2018, : 253 - 257
  • [9] A Hybrid Forecasting Structure Based on Arima and Artificial Neural Network Models
    Atesongun, Adil
    Gulsen, Mehmet
    APPLIED SCIENCES-BASEL, 2024, 14 (16):
  • [10] Prediction of ultimate bearing capacity of circular foundation on sand layer of limited thickness using artificial neural network
    Sethy, Barada Prasad
    Patra, Chittaranjan
    Das, Braja M.
    Sobhan, Khaled
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (10) : 1252 - 1267