期刊文献+

State-of-the-art review of some artificial intelligence applications in pile foundations 被引量:4

State-of-the-art review of some artificial intelligence applications in pile foundations
下载PDF
导出
摘要 Geotechnical engineering deals with materials(e.g. soil and rock) that, by their very nature, exhibit varied and uncertain behavior due to the imprecise physical processes associated with the formation of these materials. Modeling the behavior of such materials in geotechnical engineering applications is complex and sometimes beyond the ability of most traditional forms of physically-based engineering methods. Artificial intelligence(AI) is becoming more popular and particularly amenable to modeling the complex behavior of most geotechnical engineering applications because it has demonstrated superior predictive ability compared to traditional methods. This paper provides state-of-the-art review of some selected AI techniques and their applications in pile foundations, and presents the salient features associated with the modeling development of these AI techniques. The paper also discusses the strength and limitations of the selected AI techniques compared to other available modeling approaches. Geotechnical engineering deals with materials(e.g. soil and rock) that, by their very nature, exhibit varied and uncertain behavior due to the imprecise physical processes associated with the formation of these materials. Modeling the behavior of such materials in geotechnical engineering applications is complex and sometimes beyond the ability of most traditional forms of physically-based engineering methods. Artificial intelligence(AI) is becoming more popular and particularly amenable to modeling the complex behavior of most geotechnical engineering applications because it has demonstrated superior predictive ability compared to traditional methods. This paper provides state-of-the-art review of some selected AI techniques and their applications in pile foundations, and presents the salient features associated with the modeling development of these AI techniques. The paper also discusses the strength and limitations of the selected AI techniques compared to other available modeling approaches.
出处 《Geoscience Frontiers》 SCIE CAS CSCD 2016年第1期33-44,共12页 地学前缘(英文版)
关键词 Artificial intelligence Pile foundations Artificial neural networks Genetic programming Evolutionary polynomial regression Artificial intelligence Pile foundations Artificial neural networks Genetic programming Evolutionary polynomial regression
  • 相关文献

参考文献76

  • 1Abu-Farsakh, M.Y., Tiff, H.H., 2004. Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles. Journal of Geotechnical and Geoenvironmental Engineering 130 (9), 935-944.
  • 2Abu-Kiefa, M.A., 1998. General regression neural networks for driven piles in cohesionless soils. Journal of Geotechnical & Geoenvironmental Engineering 124 (12), 1177-1185.
  • 3Alkroosh, I., Nikraz, H., 2011a. Correlation of pile axial capacity and CFT data using gene expression programming. Geotechnical and Geological Engineering 29, 725-748.
  • 4Alkroosh, 1., Nikraz, H., 2011b. Simulating pile load-settlement behavior from CPT data using intelligent computing. Central EuropeanJournal of Engineering 1 (3), 295-305.
  • 5Alkroosh, 1., Nikraz, H., 2012. Predicting axial capacity of driven piles in cohesive soils using intelligent computing. Engineering Applications of Artificial Intelli- gence 25 (3), 618-62Z.
  • 6Alkroosh, I., Nikraz, H., 2014. Predicting pile dynamic capacity via application of an evolutionary algorithm. Soils and Foundations 54 (2), 233-242.
  • 7Alsamman, O.M., 1995. The Use of CPT for Calculating Axial Capacity of Drilled Shafts. PhD Thesis. University of Illinois-Champaign, Urbana, Illinois. American Petroleum Institute, 1984. RP2A: Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms (Washington, DC).
  • 8Ardalan, H., Eslami, A., Nariman-Zadeh, N., 2009. Piles shaft capacity from CPT and CPTU data by polynomial neural networks and genetic algorithms. Computers and Geotechnics 36 (4), 616-625.
  • 9Bowles, J.E., 1997. Foundation Analysis and Design. McGraw-Hill, New York.
  • 10Brorns, B.B., Lim, P.C., 1988. A simple pile driving formula based on stress-wave measurements. In: Proc., Proceedings of the 3rd International Conference on the Application of Stress-wave Theory to Piles. BiTech Publishers, Vancouver, pp. 591-600.

同被引文献16

引证文献4

二级引证文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部