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2021 | OriginalPaper | Buchkapitel

Free Field Ground Vibration Due to Ground Improvement Induced Vibration

verfasst von : Pradipta Chakrabortty, Angshuman Das

Erschienen in: Challenges and Innovations in Geomechanics

Verlag: Springer International Publishing

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Abstract

The present study focused on measuring free-field vibration induced by ground improvement work. Ground improvement work at the Indian Institute of Technology Patna campus was performed using the vibroflotation technique. Two different types of sensors were used to measure this ground accelerations and peak particle velocity (PPV). The minimum source to site distance of the recorded free-field peak ground acceleration (PGA) and PPV was 20 m and 10 m respectively. However, the data were recorded up to a maximum distance of 94 m for PPV and 70 m for PGA. The measured peak acceleration has been varied between 12 mm/s2 to 4010 mm/s2, and peak particle velocity varies between 0.08 to 5.94 mm/sec. The results indicate that the peak particle velocity reduces rapidly with the distance and about 93% reduction occurs in PPV at 56 m distance. However, the peak acceleration reduces by 80% approximately at about 58 m distance from the source. It has been concluded from the results that with the increase in the distance from the source, the reduction in PPV is more significant as compared to PGA.

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Literatur
Zurück zum Zitat Australian Standards.: AS 2187:2006 Part 2 Explosives - Storage and Use - Use of Explosives. Standards of Australia (2006) Australian Standards.: AS 2187:2006 Part 2 Explosives - Storage and Use - Use of Explosives. Standards of Australia (2006)
Zurück zum Zitat Beverstock, P.D.: Vibration from piling, DoE/CIRIA piling development group report PG9. In: Weltman, A. (ed.) PSA Civil Engineering Technical Guide No. 32, London (1980) Beverstock, P.D.: Vibration from piling, DoE/CIRIA piling development group report PG9. In: Weltman, A. (ed.) PSA Civil Engineering Technical Guide No. 32, London (1980)
Zurück zum Zitat Esfahanizadeh, M., and Atashband, S.: Vibro-probe technique evaluation in soil improvement against liquefaction. In: Proceedings of the Fifteenth World Conference on Earthquake Engineering, Lisbon, Portugal (2012) Esfahanizadeh, M., and Atashband, S.: Vibro-probe technique evaluation in soil improvement against liquefaction. In: Proceedings of the Fifteenth World Conference on Earthquake Engineering, Lisbon, Portugal (2012)
Zurück zum Zitat Grose, W.E.: Driving piles adjacent to vibration sensitive structures. Ground Eng. 19(4), 23–28 (1986) Grose, W.E.: Driving piles adjacent to vibration sensitive structures. Ground Eng. 19(4), 23–28 (1986)
Zurück zum Zitat Greenwood, D.A., Kirsch, K.: Specialist ground treatment by vibratory and dynamic methods. In: Proceedings of International Conference on Piling and Ground Treatment, pp 17–46. ICE, London. Thomas Telford Limited (1984) Greenwood, D.A., Kirsch, K.: Specialist ground treatment by vibratory and dynamic methods. In: Proceedings of International Conference on Piling and Ground Treatment, pp 17–46. ICE, London. Thomas Telford Limited (1984)
Zurück zum Zitat Hao, H., Ang, T.C., Shen, J.: Building vibration to traffic-induced ground motion. Build. Environ. 36(3), 321–336 (2001)CrossRef Hao, H., Ang, T.C., Shen, J.: Building vibration to traffic-induced ground motion. Build. Environ. 36(3), 321–336 (2001)CrossRef
Zurück zum Zitat Kahriman, A.: Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry. Soil Dyn. Earthq. Eng. 24(11), 887–892 (2004)CrossRef Kahriman, A.: Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry. Soil Dyn. Earthq. Eng. 24(11), 887–892 (2004)CrossRef
Zurück zum Zitat Mitchell, J.K.: Soil improvement-state of the art report. In: Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, CA, USA, vol. 4, pp. 509–565 (1985) Mitchell, J.K.: Soil improvement-state of the art report. In: Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, CA, USA, vol. 4, pp. 509–565 (1985)
Zurück zum Zitat Wu, J., Ma, L., Shi, J., Sun, Y., Ke, J., Wang, D.: Investigation of ground vibration of full-stone foundation under dynamic compaction. Shock Vib. 2019, 1–11 (2019) Wu, J., Ma, L., Shi, J., Sun, Y., Ke, J., Wang, D.: Investigation of ground vibration of full-stone foundation under dynamic compaction. Shock Vib. 2019, 1–11 (2019)
Metadaten
Titel
Free Field Ground Vibration Due to Ground Improvement Induced Vibration
verfasst von
Pradipta Chakrabortty
Angshuman Das
Copyright-Jahr
2021
DOI
https://doi.org/10.1007/978-3-030-64518-2_93