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Effects of cement grouting on seismic performance of building foundations
Języki publikacji
Abstrakty
W ostatnich dziesięcioleciach wzniesiono dużo budynków na gruntach wątpliwej jakości, co było spowodowane szybkim wzrostem urbanizacji. Spowodowało to wzrost zagrożenia w przypadku wystąpienia trzęsienia ziemi na tych terenach, zwłaszcza jeżeli nie zastosowano w trakcie budowy odpowiednich rozwiązań inżynierskich. Stosuje się cementację gruntu w celu poprawy sejsmicznych właściwości fundamentów, a jego efektywność sprawdzono przez pomiar przeważającego okresu drgań gruntu i szybkości fali ścinającej. Średni wynik pomiarów przeważającego okresu i szybkości fali zmienił się odpowiednio z 0,58 s na 0,23 s i z 374 m/s na 449 m/s. Poprawa właściwości gruntu osiągnęła ponad 50%. Ten wynik pokazuje, że cementacja może korzystnie zmienić zachowanie się słabych sejsmicznie fundamentów budynków w przypadku trzęsienia ziemi. Można więc polecać tę metodę do zmniejszenia ryzyka, związanego z aktywnością sejsmiczną, dla istniejących budynków.
In last decades a large number of buildings is being constructed on problematic soils because of rapid urbanization It causes growing earthquake risks in such areas if combined with lack of engineering. Grouting of ground is being employed to improve seismic performance of foundations and its effectiveness has been verified by examination of predominant period of ground vibration and shear wave velocity. The average period and shear wave velocity of ground was changed from 0.58 s to 0.23 s and 374 m/s to 449 m/s, respectively. The improvement of ground properties reached more than 50%. The results show that grouting can improve earthquake performance of seismically weak building foundations. Thus it can be advised to mitigate the seismic risk of existing buildings.
Wydawca
Czasopismo
Rocznik
Tom
Strony
313--321
Opis fizyczny
Bibliogr. 37 poz., il., tab.
Twórcy
autor
- Dept. of Geo. Engineering, Pamukkale University, Denizli, Turkey
autor
- Dept. of Geo. Engineering, Pamukkale University, Denizli, Turkey
Bibliografia
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- 3. H. Seo, K. Jeong, H. Choi, I. Lee, Pullout resistance increase of soil nailing induced by pressurized grouting. Journal of Geotechnical and Geoenvironmental Engineering, 138, 5, 604–613 (2012).
- 4. H. Shimada, A. Hamanaka, T. Sasaoka, K. Matsui, Behaviour of grouting material used for floor reinforcement in underground mines. International Journal of Mining, Reclamation and Environment, http://dx.doi.org/10.1080/17480930.2013.804257, 2013, 1-16.
- 5. S. Li, W. Zhao, Y. Huang, Y. Lei, L. Yu, Study on the characteristics of grout permeation based on cylindrical diffusion. Journal of Coal Science and Engineering (China), 19, 1, 57-62 (2013).
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- 8. M. P. Moseley, K. Kirsch, Ground Improvement. Spon Press, New York 2004.
- 9. J. Warner, Practical Handbook of Grouting: Soil, Rock, and Structures. John Wiley & Sons, New Jersey 2004.
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- 17. G. Fallon, B. Zhou, A. King, P. Hatherly, Geophysical Assessment of Fracture Grouting. Australian Coal Association Program (ACARP) Report, Project No: C11056, Brisbane 2004.
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- 19. A. Hashad, Y. El-Hakem, A. El-Ashaal, Improving seismic resistance of hydraulic structures using soil improvement techniques. Sixteenth International Water Technology Conference, Istanbul, Turkey, 7-10 May 2012.
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- 29. M. Heidarzadeh, A. A. Mirghasemi, F. Eslamian, S. M. Sadr-Lahijani, Application of cement grouting for stabilization of coarse materials. International Journal of Civil Engineering, Transaction B: Geotechnical Engineering, 11, 1, 71-77 (2013).
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- 34. Y. Luo, J. Xia, J. Liu, Y. Xu, Q. Liu, Research on the middle-of-receiverspread assumption of the MASW method. Soil Dynamics and Earthquake Engineering, 29, 1, 71–79 (2009).
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- 36. R. Borcherdt, C. M. Wentworth, A. Janssen, T. Fumal, J. Gibbs, Methodology for predictive GIS mapping of special study zones for strong ground shaking in the San Francisco Bay region, CA. 4th Int. Conf. Seismic Zonation, Stanford, USA, 26-39 August, 1991.
- 37. W. B. Joyner, T. E. Fumal, Use of measured shear-wave velocity for predicting geologic site effects on strong ground motion. 8th World Conf. on Earthquake Eng., San Francisco, USA, 18-22 May, 1984.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-39f1ae45-9e6f-43f5-978e-369373c46949