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Volume 16, Issue 31 (4-2020)                   Marine Engineering 2020, 16(31): 131-138 | Back to browse issues page


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Ghaffarpour Jahromi S, Sharafuddin M. Use of PDA Dynamic Test Results in Determining the Bearing Capacity of Single Pile in Marine Structures by Artificial Neural Networks. Marine Engineering 2020; 16 (31) :131-138
URL: http://marine-eng.ir/article-1-738-en.html
1- Civil Engineering Department Shahid Rajaee Teacher Training University
2- Pouyandegan Danesh Institute of Education.
Abstract:   (3021 Views)
In this study, using the results of 100 PDA dynamic loading tests obtained from different projects and using three types of artificial neural networks (ANN), the loading capacity of a single pile is evaluated. Initially, the Perstron multilayer neural network was used as one of the most widely used neural networks. In the following, a combination of neural-fuzzy networks is used from the nephrophysical network, and at the end, the neural network is used as a function of the radial basis of the successful network in nonlinear problems. Unlike conventional behavioral models, neural network-based models do not explain how input parameters affect output. In this research, by performing sensitivity analysis on the optimal structure of the models introduced in each stage, an attempt has been made to examine this ambiguity to some extent. Also, introducing the relationships governing a neural network model can give engineers more confidence in using them to facilitate analysis and design.
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Type of Study: Research Paper | Subject: Marine Structures and near shore
Received: 2019/06/14 | Accepted: 2020/06/28

References
1. 1. Vesic A. (1977) "Design of Pile Foundation", National Cooperative Highway Research Program Synthesis of Practice, No. 42, TRB, NRC, Washington DC.
2. Meyerhof G. (1976) "Bearing Capacity and Settlement of Pile Foundation" Journal of the Geotechnical Engineering Division, 110(1), pp. 197-228.
3. Coyle M. and Castello R., (1981) "New Design Correlations for Piles in Sand", Journal of the Geotechnical Engineering Division, 107(1), pp. 967-986.
4. Smith E. A. L. (1960), Pile Driving Analysis by the Wave Equation", ASCE Journal of the Geotechnical Engineering Division, 86(1), pp 35-61.
5. ASTM D4945, (2008) "Standard Test Method for High-Strain Dynamic Testing of Deep Foundations".
6. Goble G., Rausche F., and Moses F. (1970) "Dynamic Studies on the Bearing Capacity of Piles - Phase III", Final Report to the Ohio Department of Highways, Case Western Reserve Univ, Cleveland, Ohio.
7. Likins G.E., Rausche F., Goble G. G. (2000) "High Strain Dynamic Pile Testing, Equipment, and Practice" Sixth International Conference on the Application of Stress-wave Theory to Piles, São Paulo, Brazil.
8. Rausche F., Goble G. and Likins G. (1992) "Investigation of Dynamic Soil Resistance on Piles Using GRLWEAP" Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles,The Netherlands.
9. Rausche F., Goble G. and Likins G., (1985) "Dynamic Determination of Pile Capacity" ASCE 1985. [DOI:10.1061/(ASCE)0733-9410(1985)111:3(367)]
10. Rojhani M. and Fakher A. (2005), "Evaluation of Haley Formula to Determine Bearing in Place of Piles" Second National Congress of Civil Engineering, Tehran, University of Science and Technology (in Persian).
11. Kehanian A., Mohammadi A. and Dehghani M. (2006) " Determining the accuracy of the PDA test based on the results of dynamic and static loading tests in Bandar Abbas dock projects and the 150,000-ton quay of Imam Port", Seventh International Conference on Shores, Ports and Offshore Structures, Tehran, Ports and Shipping Organization (in Persian).
12. Seyedi Hoseini-nia, E., (2006) "Study of number of pile dynamic testing results by use of PDA and describing the lessons learnt", 7th International Conference on Coasts, Ports and Marine structures, ICOPMAS, Proceeding CD, Code 278.
13. Fakhaian K. and Hoseinzade E. (2010), " Case Study Comparison of Static Test vs. Dynamic Test in Determination of Pile Resistance" 5th National Congress of Civil Engineering, Mashhad, Ferdowsi University of Mashhad (in Persian).
14. Fakhaian K. and Hoseinzade E. (2011), " Application of the Pilot Dynamic Test (PDA) to evaluate the possibility of knocking steel tube piles at the Chabahar Port pier" 6th National Congress on Civil Engineering, Semnan, Semnan University (in Persian).
15. Nejad Qomi N. and Morani M. (2013) " Comparison of the results of dynamic coupling and PDA test with case study" International Conference on Civil Engineering, Architecture and Sustainable Urban Development, Tabriz, Islamic Azad University, Tabriz Branch (in Persian).
16. Momeni, E., Nazir, R., Jahed Armaghani, D., Maizir, H. (2014). "Prediction of pile bearing capacity using a hybrid genetic algorithm-based ANN ". Measurement 57(1), pp. 122-131. [DOI:10.1016/j.measurement.2014.08.007]
17. Golshani A., Baranti M. and Yasrebi Sh. (2014) "Determination of Bearing Capacity for Driven Piles in Sandy Soils by Using Artificial Neural Network Method" Modares Civil Engineering journal, 14(20), pp.27-36 (in Persian).
18. Maizir H., Suryanita R., Jingga H. (2016) Estimation of Pile Bearing Capacity of Single Driven Pile in Sandy Soil using Finite Element and Artificial Neural Network Methods, international Conference on Engineering & Technology, Computer, Basic & Applied Sciences ECBA, 2016, At Osaka, Japan.
19. MathWorks, Inc., MATLAB Documentation. Retrieved (2013), http://www.mathworks.com/products.
20. Smith G. N., (1986) "Probability and Statistics in Civil Engineering: An Introduction" Collins Publisher, London (ISBN: 000383154X, 9780003831542).
21. Kennedy, J. B. and Neville, A.D., (1964) "Basic statistical methods for engineers and scientists", 2nd Ed. Harper and Row, New York.
22. Al-Holou, N., Lahdhiri, T., Sung, J. D., Weaver, J., and Al-Abbas, F. (2017). "Sliding Mode Neural Network Inference Fuzzy Logic Control for Active Suspension Systems," IEEE Trans. Fuzzy Syst., 10(2), pp. 234-246. [DOI:10.1109/91.995124]

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