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BS 6472-2:2008

$102.76

Guide to evaluation of human exposure to vibration in buildings – Blast-induced vibration

Published By Publication Date Number of Pages
BSI 2008 24
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This part of BS 6472 gives guidance on human exposure to blast-induced vibration in buildings. It is primarily applicable to blasting associated with mineral extraction. This part of BS 6472 might also be useful in assessing other forms of vibration that are caused by blasting, including when explosives are utilized in civil engineering works and in demolition activity. One-off explosive events such as bridge or building demolitions are outside the scope of this document.

This part of BS 6472 does not give guidance on the probability of equipment malfunction, building damage or injury to occupants in buildings subject to blast-induced vibration. Neither is guidance given on legal liability or vibration control and minimization. Advice on damage risk is given in BS 7385.

PDF Catalog

PDF Pages PDF Title
3 Contents
1 Scope 1
2 Normative references 1
3 Terms and definitions 1
4 Measurement and prediction of vibration 2
5 Measurement and prediction of air overpressure 4
6 Satisfactory vibration magnitudes 6
7 Satisfactory air overpressure magnitudes 9
Annexes
Annex A (informative) Suggested format and content of an assessment report 11
Annex B (informative) Derivation of the vibration prediction curve for a typical field site – An example 12
Bibliography 17
List of figures
Figure 1 – Site-specific scaled distance graph 4
Figure B.1 – Logarithm of the peak particle velocity as a function of the logarithm of the scaled distance with 50% and 90% confidence levels 16
List of tables
Table 1 – Maximum satisfactory magnitudes of vibration with respect to human response for up to three blast vibration events per day 8
Table B.1 – Data from measurements of blast vibrations 14
Table B.2 – Example of data manipulation to derive regression line and confidence boundaries 15
4 Foreword
5 1 Scope
2 Normative references
3 Terms and definitions
3.1 air overpressure
3.2 data scatter
3.3 lapse rate
3.4 maximum instantaneous charge (MIC)
6 3.5 scaled distance
3.6 slant distance
4 Measurement and prediction of vibration
4.1 Characteristics of blast-induced vibration
4.2 Measurement of vibration
7 4.3 Prediction of vibration
8 Figure 1 Site-specific scaled distance graph
5 Measurement and prediction of air overpressure
5.1 General
9 5.2 Measurement of air overpressure
5.3 Prediction of air overpressure
10 6 Satisfactory vibration magnitudes
6.1 General
12 Table 1 Maximum satisfactory magnitudes of vibration with respect to human response for up to three blast vibration events per day
6.2 Greater than three blast vibration events per day
13 7 Satisfactory air overpressure magnitudes
15 Annex A (informative) Suggested format and content of an assessment report
a) General information:
b) Information about the vibration under investigation:
c) Instrumentation and analysis:
d) Measurement procedure:
e) Analysis procedure(s):
f) Statement of results:
16 g) Results of predictions of levels of vibration:
h) Information about parallel effects:
i) Assessment:
j) Subjective observations:
Annex B (informative) Derivation of the vibration prediction curve for a typical field site – An example
21 Bibliography
[1] GREAT BRITAIN Control of Pollution Act, 1974. The Stationery Office
[2] GREAT BRITAIN Town and Country Planning Act, 1990. The Stationery Office
[3] GREAT BRITAIN Environmental Protection Act, 1990. The Stationery Office
[4] GREAT BRITAIN Minerals Planning Guidance Note MPG9. The Stationery Office, 1992
[5] GREAT BRITAIN Minerals Planning Guidance Note MPG14. The Stationery Office, 1995
[6] GREAT BRITAIN Planning Advice Note PAN50, Annex D. The Scottish Office, 2000
[7] Minerals Planning Policy (Wales), Minerals Technical Advice Note, MTAN (Wales) 1: Aggregates, Welsh Assembly Government, 2004
[8] The Association of Noise Consultants Guidelines, Measurement and Assessment of Groundborne Noise and Vibration. Fresco, 2001
[9] The Environmental Effects of Production Blasting from Surface Mineral Workings, DETR (Vibrock Limited). The Stationery Office, 1998
[10] Siskind, Stachura, Stagg and Kopp. Structure Response and Damage Produced by Airblast from Surface Mining. BuMines RI 8485. United States Department of the Interior, 1980
BS 6472-2:2008
$102.76