On the applicability of interaction factor method to prediction of settlement of pile foundation. Comparison with results of field experiments and measured settlements of buildings
Abstract
The paper discusses the applicability of the interaction factors method for the prediction of settlement of pile foundations. Recommendations on the choice of the mechanical characteristics of the soil for the calculation are given. The results of the comparison of the settlement prediction by IFM and published results of tests of experimental foundations and the results of observations of the piled foundations of structures are presented. Good comparability of the settlement prediction with experimental data for calculations performed according to provided recommendations is shown.
About the Author
I. Bokov
NIIOSP named after N. M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
References
1. Боков И. А., Федоровский В. Г. О расчете осадки группы свай с использованием коэффициентов взаимного влияния по модели упругого полупространства // Основания, фундаменты и механика грунтов. 2017. № 6. C. 2-8.
2. Голубков В. Н. Вопросы исследования свайных фундаментов и проектирования по деформациям. Дисс.. д-ра техн. наук; Одесский инженерно-строительный институт. Одесса, 1968.
3. СП 50-102-2003 Проектирование и устройство свайных фундаментов.
4. Руководство по проектированию свайных фундаментов. М.: Стройиздат, 1980.
5. СП 24.13330.2011. Свайные фундаменты.
6. МГСН 2.07-01 (ТСН 50-304-2001) Основания, фундаменты и подземные сооружения.
7. Сваи в гидротехническом строительстве. Учебное пособие/В. Г. Федоровский, С. Н. Левачев, С. В. Курилло, Ю. М. Колесников. М.: Изд. АСВ, 2003.
8. Федоровский В. Г. Расчет осадок свай в однородных и многослойных основаниях. Дисс.. канд. техн. наук; НИИОСП им. Н. М. Герсеванова Госстроя СССР. Москва, 1974.
9. Caputo V., Viggiani C. Pile Foundation Analysis: A Simple Approach To Nonlinearity Effects // Rivista Italiana Di Geotecnica. 1984. Т 18.
10. Mair R. J.Unwin Memorial Lecture 1992: Developments In Geotechnical Engineering Research: Application To Tunnels And Deep Excavations // Proc. Of The Instn Of Civ. Eng. - Civil Engineering. 1993. Т 97, № 1. C. 27-41.
11. O»neill M. W., Hawkins R. A., Mahar L. J. Field Study Of Pile Group Action. Fhwa-Rd-81-2 Final Rpt., 1981.
12. Poulos H. G. Methods Of Analysis Of Piled Raft Foundation S. A Report, Prepared On Behalf Of Technical Committee Tc18 On Piled Foundations. 2001.
13. Randolph M. F., Wroth C. P. An Analysis Of The Vertical Deformation Of Pile Groups // Geotechnique 0016-8505. 1979. Т 29. P. 423-439.
14. Some Observations Of The Foundation Loading And Settlement Of A MultiStorey Building On A Piled Raft Foundation In London Clay/R. W. Cooke, D. F. Sillett, D. W. Bryden Smith [Et Al.] // Proc. Of The Instn Of Civ. Eng. 1981. Т 70, № 3. P. 433-460.
15. Tejchman A., Gwizdala K., And Dyka I. Analysis Of Settlements OfPiled Foundations // Proc. Of The Fifteenth Int. Conf. On Soil Mechanics And Geotechnical Engineering, Istanbul, 27-31 August 2001 = Comptes Rendus Du Quinzième Congrès International De Mécanique Des Sols Et De La Geotechnique, Istanbul 27-31 Aout 2001, 2001. P. 1025-1030.
16. Viggiani C., Mandolini A., Russo G. Piles And Pile Foundations. London: Taylor & Francis, 2012. - 1 Online Resource (Xviii, 278).
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For citations:
Bokov I. On the applicability of interaction factor method to prediction of settlement of pile foundation. Comparison with results of field experiments and measured settlements of buildings. Bulletin of Science and Research Center of Construction. 2019;20(1):14-24. (In Russ.)
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