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Analysis of Ground Vibration Levels Due to the Blasting Process at PT. Bumi Suksesindo

JURNAL GEOCELEBES · Vol. 8 No. 1 (2024) · hlm. 51–61

DOI
10.20956/geocelebes.v8i1.32853
ISSN
2579-5546, 2579-5821
Terbit
2024-04-03
Penerbit
Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar
Bahasa
en

Abstrak

Ground vibration is one of the effects of the blasting process; when the ground vibration reaches the highest level, it will disturb comfort and even cause damage to the surrounding building structure. This research aims to determine the magnitude of ground vibrations in Pit A and Pit C, as well as determine the relationship between Peak Particle Velocity (PPV) and scaled Distance, and determine the maximum explosive charge weight per delay based on the SNI 7571: 2010 reference. Actual ground vibration measurement data during research based on PPV theory and the actual PPV power regression relationship with scaled distance was used to obtain a ground vibration prediction formula to be a reference for determining the amount of explosive filling per delay. The ground vibration produced in the blasting process is hoped not to exceed the safe threshold. Prediction of the ground vibration formula at 100 m to 1500 m according to the US Bureau of Mines where the Mean Squared Error (MSE) value is 0.54, the MSE value from the Langefors-Kihlstrom equation is 1.85 while the MSE value from the Ambersays-Hendorn equation is 0.31 with the slightest deviation is very good to use as a reference for predicting ground vibrations with the predicted PPV formula. Hence, the maximum explosive charge with a PPV limit of 2 mm/s is 2.452 kg, a PPV limit of 3 mm/s is 11.332 kg, and a PPV limit of 5 mm/s is 23.040 kg. The factors that influence ground vibration are the Distance from the blasting location to the measurement location and the maximum number of explosives per delay, so the results taken from this research are that blasting in Pit A and Pit C is still categorized as safe for infrastructure and community housing.

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  • Institut Teknologi Nasional Yogyakarta
  • Sumatera Institute of Technology
  • Universitas AKPRIND Indonesia
  • Kwansei Gakuin University
  • UIN Syekh Wasil Kediri
  • Chulalongkorn University
  • The University of Melbourne
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Rekan penulisOrganisasiArtikel bersama
Rofiqul UmamKwansei Gakuin University2
TohirinAfiliasi tidak diketahui1
Andy Erwin WijayaAfiliasi tidak diketahui1
Sofiana HermanSumatera Institute of Technology1
Vico Luthfi IpmawanSumatera Institute of Technology1
Mochamad IqbalSumatera Institute of Technology1
Ikah Ning Prasetiowati PermanasariSumatera Institute of Technology1
Obrin TriandaInstitut Teknologi Nasional Yogyakarta1
Hurien HelmiInstitut Teknologi Nasional Yogyakarta1
Hasan Said Tortopİstanbul Esenyurt Üniversitesi1
Andika Eko PrasetiyoThe University of Melbourne1
Syamsul HudaUIN Syekh Wasil Kediri1
Kittisak JermsittiparsertChulalongkorn University1
Muhamad SyazaliUniversitas Islam Negeri Raden Intan Lampung1
Sely Novita SariInstitut Teknologi Nasional Yogyakarta1
Rahmad JunaidiUIN Sunan Ampel Surabaya1
Amir MachmudNational Central University1
Angger Bagus PrasetiyoUniversitas Tidar1
Kartinasari Ayuhikmatin SekarjatiUniversitas AKPRIND Indonesia1
Anita SusianaUniversitas Prof. Dr. Hazairin SH.1
Ichwan Noor ArdiyatPoliteknik Negeri Banjarmasin1
Fajar Yulianto PrabowoUniversitas AKPRIND Indonesia1
Iman Pradana A. AssagafPoliteknik ATI Makassar1
Jemssy Ronald RohiAfiliasi tidak diketahui1
Yonathan ItoUniversitas Perwira Purbalingga1

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Sumber metadata: OAI-PMH (metadata jurnal) https://journal.unhas.ac.id/index.php/geocelebes/oai, pertama di-harvest 3 Nov 2026, terakhir terlihat 8 Nov 2026.
Metadata asli (oai_dc) 
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	<dc:title xml:lang="en">Analysis of Ground Vibration Levels Due to the Blasting Process at PT. Bumi Suksesindo</dc:title>
	<dc:creator xml:lang="en">Tarumasely, Nofry Hence</dc:creator>
	<dc:creator xml:lang="en">Wardana, Novandri Kusuma</dc:creator>
	<dc:creator xml:lang="en">Prastowo, Rizqi</dc:creator>
	<dc:subject xml:lang="en">Blasting Ground Vibration</dc:subject>
	<dc:subject xml:lang="en">Scaled Distance (SD)</dc:subject>
	<dc:subject xml:lang="en">Peak Particle Velocity (PPV)</dc:subject>
	<dc:subject xml:lang="en">Power Regression</dc:subject>
	<dc:description xml:lang="en">Ground vibration is one of the effects of the blasting process; when the ground vibration reaches the highest level, it will disturb comfort and even cause damage to the surrounding building structure. This research aims to determine the magnitude of ground vibrations in Pit A and Pit C, as well as determine the relationship between Peak Particle Velocity (PPV) and scaled Distance, and determine the maximum explosive charge weight per delay based on the SNI 7571: 2010 reference. Actual ground vibration measurement data during research based on PPV theory and the actual PPV power regression relationship with scaled distance was used to obtain a ground vibration prediction formula to be a reference for determining the amount of explosive filling per delay. The ground vibration produced in the blasting process is hoped not to exceed the safe threshold. Prediction of the ground vibration formula at 100 m to 1500 m according to the US Bureau of Mines where the Mean Squared Error (MSE) value is 0.54, the MSE value from the Langefors-Kihlstrom equation is 1.85 while the MSE value from the Ambersays-Hendorn equation is 0.31 with the slightest deviation is very good to use as a reference for predicting ground vibrations with the predicted PPV formula. Hence, the maximum explosive charge with a PPV limit of 2 mm/s is 2.452 kg, a PPV limit of 3 mm/s is 11.332 kg, and a PPV limit of 5 mm/s is 23.040 kg. The factors that influence ground vibration are the Distance from the blasting location to the measurement location and the maximum number of explosives per delay, so the results taken from this research are that blasting in Pit A and Pit C is still categorized as safe for infrastructure and community housing.</dc:description>
	<dc:publisher xml:lang="en">Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar</dc:publisher>
	<dc:date>2024-04-03</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journal.unhas.ac.id/index.php/geocelebes/article/view/32853</dc:identifier>
	<dc:identifier>10.20956/geocelebes.v8i1.32853</dc:identifier>
	<dc:source xml:lang="en">JURNAL GEOCELEBES; Vol. 8 No. 1: April 2024; 51 – 61</dc:source>
	<dc:source>2579-5546</dc:source>
	<dc:source>2579-5821</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://journal.unhas.ac.id/index.php/geocelebes/article/view/32853/11390</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2024 JURNAL GEOCELEBES</dc:rights>
</oai_dc:dc>