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TUGAS DAN PERHITUNGAN PRAKTIKUM TEKNIK PELEDAKAN ACARA I KRITERIA PENGGALIAN Pembacaan Kecepatan seismic : BATUBARA ANDESIT MUD STONE SAND STONE 811 3773 2086 1048 829 3773 2097 1048 836 3773 2097 1046 851 3773 2101 1048 831 3773 2101 1049 831,6 3773 2096,4 1047,8 Berdasarkan Grafik metoda kecepatan seismic untuk penentuan penggalian (Atkinson,1971) Kesimpulannya adalah : Batubara,Kec.Seismik rata-rata = 831,6 m/d - Stripping shovel : no blasting = Marginal - Walking dragline : no blasting = Marginal - Dragline (crawler) : no blasting = Impossible - Bucket wheel excavator = Impossible - Bucket chain excavator = Impossible - Loading shovel : no blasting = Rippable - Tractor scrapper : after ripping = Rippable - Tractor scrapper : after ripping and etc = Marginal - Labourer with pick & shovel = Marginal

Tugas Dan Perhitungan Peledakan Acara 1

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Page 1: Tugas Dan Perhitungan Peledakan Acara 1

TUGAS DAN PERHITUNGAN

PRAKTIKUM TEKNIK PELEDAKAN ACARA I KRITERIA PENGGALIAN

Pembacaan Kecepatan seismic :

BATUBARA ANDESIT MUD STONESAND STONE

811 3773 2086 1048829 3773 2097 1048836 3773 2097 1046851 3773 2101 1048831 3773 2101 1049

831,6 3773 2096,4 1047,8

Berdasarkan Grafik metoda kecepatan seismic untuk penentuan penggalian (Atkinson,1971)

Kesimpulannya adalah :

Batubara,Kec.Seismik rata-rata = 831,6 m/d- Stripping shovel : no blasting = Marginal- Walking dragline : no blasting = Marginal- Dragline (crawler) : no blasting = Impossible- Bucket wheel excavator = Impossible- Bucket chain excavator = Impossible- Loading shovel : no blasting = Rippable- Tractor scrapper : after ripping = Rippable- Tractor scrapper : after ripping and etc = Marginal- Labourer with pick & shovel = Marginal

Page 2: Tugas Dan Perhitungan Peledakan Acara 1

Andesit,Kec.seismik rata-rata = 3773 m/d- Stripping shovel : no blasting = Impposible- Walking dragline : no blasting = Impossible- Dragline (crawler) : no blasting = Impossible- Bucket wheel excavator = Impossible- Bucket chain excavator = Impossible- Loading shovel : no blasting = Impossible- Tractor scrapper : after ripping = Impossible- Tractor scrapper : after ripping and etc = Impossible- Labourer with pick & shovel = Impossible

Mud Stone,Kec.Seismik rata-rata = 2096,4 m/d- Stripping shovel : no blasting = Impposible- Walking dragline : no blasting = Impossible- Dragline (crawler) : no blasting = Impossible- Bucket wheel excavator = Impossible- Bucket chain excavator = Impossible- Loading shovel : no blasting = Impossible- Tractor scrapper : after ripping = Impossible- Tractor scrapper : after ripping and etc = Impossible- Labourer with pick & shovel = Impossible

Page 3: Tugas Dan Perhitungan Peledakan Acara 1

Sand Stone,Kec.Seismik rata-rata = 1047,8 m/d- Stripping shovel : no blasting = Marginal- Walking dragline : no blasting = Impossible- Dragline (crawler) : no blasting = Impossible- Bucket wheel excavator = Impossible- Bucket chain excavator = Impossible- Loading shovel : no blasting = Marginal- Tractor scrapper : after ripping = Rippable- Tractor scrapper : after ripping and etc = Marginal- Labourer with pick & shovel = Impossible

Page 4: Tugas Dan Perhitungan Peledakan Acara 1

Berdasarkan grafik criteria penggaruan dengan D9R,Kesimpulanny adalah :

Batubara,Kec.Seismik rata-rata = 831,6 m/d Coal = Rippable

Andesit,Kec.Seismik rata-rata = 3773 m/d Andesit = Impossible

Page 5: Tugas Dan Perhitungan Peledakan Acara 1

Mud Stone,Kec.Seismik rata-rata = 2096,4 m/d Mud Stone = Rippable

Sand Stone,Kec.Seismik rata-rata = 1047,8 m/d

Sand Stone = Rippable

Page 6: Tugas Dan Perhitungan Peledakan Acara 1

Perhitungan Point Load Index

Batubara

Is = F. P

De² = 0,452 . 30 6,14² = 0,3596 . 0,1 = 0,03596 Mpa

F = D0,45

5 = 6,1400,45

5 = 0,452

RQD = 100 e -0,1 (λ) ( 0,1 (λ) + 1 ) = 100 e

Page 7: Tugas Dan Perhitungan Peledakan Acara 1

Andesit

Is = F. P

De²

= 0,390 . 800 4,42² = 15,97 . 0,1 = 1,59 Mpa

F = D0,45

5 = 4,420,45

5 = 0,390

Page 8: Tugas Dan Perhitungan Peledakan Acara 1

Mud Stone

Is = F. P

De²

= 0,4526 . 50 6,14² = 0,60 . 0,1 = 0,06 Mpa

F = D0,45

5 = 6,140,45

5 = 0,4526

Page 9: Tugas Dan Perhitungan Peledakan Acara 1

Sand Stone

Is = F. P

De²

= 0,4516 . 70 6,11² = 0,847 . 0,1 = 0,0847 Mpa

F = D0,45

5 = 6,110,45

5 = 0,4516

Page 10: Tugas Dan Perhitungan Peledakan Acara 1

Berdasarkan grafik criteria penggalian menurut kolleth (1990), Kesimpulannya adalah :

Perhitungan UCS ( Uniaxial Compressive Strength – Mpa )

Batubara

Is = 0,00000101 Mpa

UCS = 0,00000101 Mpa . 23 = 0,0000233 Mpa

Penggaliannya dapat menggunakan :- Dragline,Shovel,Backhoe- Scraper- Surface Miner- Bucket Wheel Excavator

Andesit

Is = 0,0000450 Mpa

UCS = 0,0000450 Mpa . 23 = 0,001035 Mpa

Page 11: Tugas Dan Perhitungan Peledakan Acara 1

Penggaliannya dapat menggunakan :- Dragline,Shovel,Backhoe- Scraper- Surface Miner- Bucket Wheel Excavator

Mud Stone

Is = 0,0000168 Mpa

UCS = 0,0000168 Mpa . 23 = 0,0000387 Mpa

Penggaliannya dapat menggunakan :- Dragline,Shovel,Backhoe- Scraper- Surface Miner- Bucket Wheel Excavator

Page 12: Tugas Dan Perhitungan Peledakan Acara 1

Sand Stone

Is = 0,000002385 Mpa

UCS = 0,000002385 Mpa . 23 = 0,0000548 Mpa

Penggaliannya dapat menggunakan :- Dragline,Shovel,Backhoe- Scraper- Surface Miner- Bucket Wheel Excavator

Page 13: Tugas Dan Perhitungan Peledakan Acara 1