Exploring the Relation between Seismic Coefficient and Rock Properties Through Field Measurements and Empirical Model for Evaluating the Effect of Blast-Induced Ground Vibration in OpenPit Mines: A Case Study at the Thuong Tan III Quarry (Vietnam)

• Autorzy: Tran Quang Hieu

Identyfikatory

DOI

10.29227/IM-2021-02-54

• Języki publikacji: EN

Abstrakty

EN

Blasting is one of the most effective methods for fragmenting rock in quarries. Nevertheless, its adverse effects are significant, especially blast-induced ground vibration. Field measurement and empirical equations are simple methods to determine and estimate the intensity of blast-induced ground vibration. However, we cannot evaluate the effects of blast-induced ground vibration on the surrounding environment based on these outcomes. Therefore, this study explores the relation between seismic coefficient and rock properties through field measurements and an empirical model for evaluating the effect of blast-induced ground vibration in open-pit mines. Accordingly, the seismic coefficient (K) is considered the main objective in this study. Firstly, it was determined based on the rock properties. Subsequently, an empirical model for estimating blast-induced ground vibration was developed based on field measurements. This empirical equation was then expanded to determine K to check whether it matches the determined K by the rock properties. Finally, it was used as the threshold to determine the maximum explosive charged per delay to ensure the safety of the surrounding environment from blastinduced ground vibration. For this aim, the Thuong Tan III quarry (in Binh Duong province, Vietnam) was selected as a case study. Fifth-teen blasting events with a total of 75 blast-induced ground vibration values were recorded and collected. An empirical equation for estimating blast-induced ground vibration was then developed based on the collected dataset, and K was determined in the range of 539 to 713 for the Thuong Tan III quarry. Based on the measured blast-induced ground vibrations, developed empirical model, and K values, the Phase 2 software was applied to simulate the effects of blast-induced ground vibration on the stability of slopes as one of the impacts on the surrounding environment. From the simulation results, we can determine the maximum explosive charged per delay for each type of rock to ensure the stability of the slope.

Słowa kluczowe

EN

ground vibration; seismic coefficient; Thuong Tan III quarry; simulation; Vietnam

PL

wstrząsy; sejsmika; Wietnam

• Wydawca: Polskie Towarzystwo Przeróbki Kopalin
• Czasopismo: Inżynieria Mineralna
• Rocznik: 2021
• Tom: no. 2
• Strony: 567--577
• Opis fizyczny: Bibliogr. 30 poz., rys., tab., wykr., zdj.

Twórcy

autor

Tran Quang Hieu

• Hanoi University of Mining and Geology, 18 Viet street, Hanoi, Vietnam

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).