Extraction of Electricity from Blast Induced Ground Vibration Waves – Case Study

Author(s):  
Raghu Chandra Garimella ◽  
Rama Sastry Vedala
Keyword(s):  
2020 ◽  
Vol 61 (6) ◽  
pp. 22-29
Author(s):  
Hoang Nguyen . ◽  

Blasting is considered as one of the most effective methods for rock fragmentation in open - pit mines. However, its side effects are significant, especially blast - induced ground vibration. Therefore, this study aims to develop and apply artificial intelligence in predicting blast - induced ground vibration in open - pit mines. Indeed, the k - nearest neighbors (KNN) algorithm was taken into account and developed for predicting blast - induced ground vibration at the Deo Nai open - pit coal mine (Vietnam) as a case study. An empirical model (i.e., USBM) was also developed to compare with the developed KNN model aiming to highlight the advantage of the KNN model. Accordingly, 194 blasting events were collected and analyzed for this aim. This database was then divided into two parts, 80% for training and 20% for testing. The MinMax scale and 10 - fold cross - validation techniques were applied to improve the accuracy, as well as avoid overfitting of the KNN model. Root - mean - squared error (RMSE) and determination coefficient (R2) were used as the performance metrics for models’ evaluation and comparison purposes. The results indicated that the KNN model yielded better superior performance than those of the USBM empirical model with an RMSE of 1.157 and R2 of 0.967. In contrast, the USBM model only provided a weak performance with an RMSE of 4.205 and R2 of 0.416. With the obtained results, the KNN can be introduced as a potential artificial intelligence model for predicting and controlling blast - induced ground vibration in practical engineering, especially at the Deo Nai open - pit coal mine.


Author(s):  
Kebabonye Laletsang ◽  
Baram Montshiwa

A geophysical survey was carried out in 2012 to map the subsurface geology at a quarry and the village to determine if an alleged damage to houses could have been caused by blasting activity in the quarry. The survey included seismic refraction and reflection recorded with the same spread at source and receiver spacing of 2 m, 3 m, and 5 m. The signal source was a 28-lb. sledge hammer stacked 10 times to increase the S/N. Ground penetrating radar (GPR) was also recorded at a trace spacing of 0.3 m to provide detailed images of the subsurface near the damaged buildings using a 50 MHz unshielded antenna. The seismic refraction and reflection profiles show that the village is underlain by 0-4 m of loose sand, 4-10 m of fractured calcrete, and up to 50 m of fractured silcrete, with the groundwater table at 10-15 m. The GPR images show that the damaged houses sit on thick sand, which cushions them against severe ground vibration. The houses were found to have suffered more damage on the superstructure and this is possibly due to ground vibration amplification at low frequencies of 30-40 Hz.


2018 ◽  
Vol 1 (1) ◽  
Author(s):  
Hoang Nguyen ◽  
Xuan-Nam Bui ◽  
Quang-Hieu Tran ◽  
Thao-Qui Le ◽  
Ngoc-Hoan Do ◽  
...  

2015 ◽  
Vol 60 (3) ◽  
pp. 825-845
Author(s):  
Józef Pyra ◽  
Anna Sołtys ◽  
Jan Winzer ◽  
Michał Dworzak ◽  
Andrzej Biessikirski

Abstract This article presents a procedure for determining the safety of explosive charges for their surrounding environment, using a limestone mine as a case study. Varied geological structures, as well as other constructions in the surrounding area of a mine, sometimes necessitate the use of two or more ground vibration propagation equations, and thus a variety of explosive charges, depending on the area of rock blasting. This is a crucial issue for the contractor, as it is important to blast the rock as few times as possible, while using the maximum amount of explosive charge for each blast.


1992 ◽  
Vol 11 (3) ◽  
pp. 76-88
Author(s):  
J.M. Ko ◽  
S.T. Luk ◽  
C.Y. Cheng

The paper reports a case study of pile-driving induced vibration and its transmission to buildings which was carried out in the construction site of the Phase IV development of the Hong Kong Polytechnic. Ground vibration caused by driving prestressed concrete tubular piles using a diesel hammer in the. reclaimed site are measured and analysed. Vibrations transmitted from the driving source to a concrete pavement, a two-storey building with shallow foundation and an eight-storey building with deep foundation are also measured and analysed The results are discussed and compared with those given by other researchers.


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