Analisis Pengaruh Getaran Peledakan Terhadap Kestabilan Lereng Pada Tambang Batubara Pit Roto Selatan Site Kideco, Kecamatan Batu Sopang, Kabupaten Paser, Provinsi Kalimantan Timur

The Effect of Blasting Vibration on Slope Stability at Coal Mine Pit of South RotoSite Kideco, Batu Sopang Subdictrict, Paser Regency, East Kalimantan Province

  • Mukhammad Sofyan Rizka A Departemen Teknik Geologi Fakultas Teknik Universitas Diponegoro
  • Fahrudin Fahrudin Departemen Teknik Geologi Fakultas Teknik Universitas Diponegoro
  • Narulita Santi Departemen Teknik Geologi Fakultas Teknik Universitas Diponegoro

Abstract

In PT. BUMA site, there are some landslide which affected by blasting activity. Blasting activity is
carried out to destroy overburden material. The purpose of this research is to know the type of
landslide, the coefficient value of vibration decay from Peak Particle Acceleration (PPA), rock mass
condition constant value from Peak Particle Acceleration (PPA), the Peak Particle Acceleration (PPA)
value and the maximum acceleration (amax) which is at a point of safe in South Roto Pit. The research
methods which used are the window mapping method in several sections at South Roto Pit.
Description of rock mass that includes type of rock, rock strength, degree of weathering, block shape,
type and shape of discontinuity, discontinuity filler and roughness level of discontinuity. This
Description of rock mass use Geological Strength Index (GSI) classification as a parameter to know
the mechanical properties of rock mass (cohesion and internal shear angle). The research area has a
type of toppling failure with eastward avalanche. The value of coefficient of vibration decay from PPA
(k) is 44,66. The rock mass condition constant (α) is 1,802. The safe value of PPA highwall slopes
area of B STA 1 value is 0,184 g and the maximum acceleration (amax) value is 0,12 g. Highwall slopes
area B STA 2 with PPA value is 0,0769 g and maximum acceleration (amax) value is 0,05 g. Highwall
slopes area C5 STA 3 with PPA value is 0,153 g and the maximum acceleration (amax) value is 0,1 g.
Highwall slopes area C5 STA 4 with PPA value is 0,0307 g and the maximum acceleration (amax) value
is 0,02 g. Overall slopes area with PPA value is 0,0307 g and maximum acceleration (amax) value is
0,02 g.

Keywords: Blasting, Window Mapping, Slope Stability, Peak Particle Acceleration (PPA)

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Published
2018-08-15
How to Cite
Rizka A, M., Fahrudin, F., & Santi, N. (2018). Analisis Pengaruh Getaran Peledakan Terhadap Kestabilan Lereng Pada Tambang Batubara Pit Roto Selatan Site Kideco, Kecamatan Batu Sopang, Kabupaten Paser, Provinsi Kalimantan Timur. PROMINE, 5(1). https://doi.org/10.33019/promine.v5i1.112
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