2009
DOI: 10.1016/s1674-5264(09)60078-8
|View full text |Cite
|
Sign up to set email alerts
|

Assessment of noise and ground vibration induced during blasting operations in an open pit mine — A case study on Ewekoro limestone quarry, Nigeria

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
9
0

Year Published

2012
2012
2023
2023

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 30 publications
(9 citation statements)
references
References 5 publications
0
9
0
Order By: Relevance
“…Some of the works include: factors causing differentials in the shear velocities, Lithotype representation by Nuclear Magnetic Resonance (NMR) and blastability properties, investigation of allochemical and orthochemical components of the limestone formation, ground vibration and noise generated during blasting, gas generating potential and prospects, estimation of thermal conductivity, assessment of reservoir potential, isotopic elements composition and diagenesis. Others include: Organic geochemical analysis and appraisal, elemental analysis, distribution of tree oxides and groundwater composition [14] , [15] , [16] , [17] , [18] , [19] , [20] , [21] , [22] , [23] , [24] , [25] , [26] , [27] , [28] .…”
Section: Experimental Design Methods and Materialsmentioning
confidence: 99%
“…Some of the works include: factors causing differentials in the shear velocities, Lithotype representation by Nuclear Magnetic Resonance (NMR) and blastability properties, investigation of allochemical and orthochemical components of the limestone formation, ground vibration and noise generated during blasting, gas generating potential and prospects, estimation of thermal conductivity, assessment of reservoir potential, isotopic elements composition and diagenesis. Others include: Organic geochemical analysis and appraisal, elemental analysis, distribution of tree oxides and groundwater composition [14] , [15] , [16] , [17] , [18] , [19] , [20] , [21] , [22] , [23] , [24] , [25] , [26] , [27] , [28] .…”
Section: Experimental Design Methods and Materialsmentioning
confidence: 99%
“…The energy transmitted to the rock is increased with increasing the burden, which leads to higher vibration levels. [50,51] In the present case, the trial blasts have an "infinite burden" (without a free face). This explains the fact that PPVs obtained for the production blasts tend to be a little bit smaller (by an average) in comparison with the regression line obtained from the trial blasts results.…”
Section: Attenuation Law Of the Blast Vibrationmentioning
confidence: 77%
“…This correlation has been recognized as Sadowskij´s empirical law [14]: 1Where f is the frequency of vibrations, R the distance between the blast and the geophones and K f a coefficient, depending on the type of soil. In Figure 10 the minimal frequencies have been plotted versus the scaled distance (distance reduced by the squared root of the minimal CPD), therefore including the two variables whose correlation has been detected by C.A., and Sadowskij´s law has been plotted as follows: (2) where d is the distance between the blast and the geophones and CPD min is the minimum CPD used in the quarry. A K f = 0.02 has been used, being valid for compact rocks, as the gypsum is.…”
Section: Temporal Complexity Analysismentioning
confidence: 99%
“…The quarry is located in a quite densely anthropic context (see Fig. 1), and vibrations induced by the blasts are therefore perceived by the local population [2], [3].…”
Section: Introductionmentioning
confidence: 99%