Skripsi

ANALISIS KESTABILAN LERENG TAMBANG TERBUKA BATUBARA PADA BATUAN LEMAH PIT A MUSI BANYUASIN SUMATERA SELATAN

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Penilaian

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Mining companies must carry geotechnical studies that support mining designs before exploitation activities. This research is motivated by the changes material that occur in pit A and geological structures that cause landslide. The purpose of this research to classify rocks, get description, landslide information, and slope stability to resolve landslide problems on the site, therefore Rock Mass Rating (RMR) , Slope Mass Rating (SMR) and Bishop methods are used in analyzing and evaluating the stability of these slopes. Analysis of rock mass classification using the Rock Mass Rating (RMR) and Slope Mass Rating (SMR) methods shows the results that the rock conditions in area are included in the class IV classification with description bad, not stable, and has plane or block landslide type. To resolve landslide, based on the results of calculations and analysis of slope stability, the most optimal and stable slope design is with a single slope height (Hs) 6 m, single slope angular angle (β) 45o, bench width 15,75 m. Safety factor value obtained is 1.440 according to the criteria for stable slope.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2007001409	T33728	T337282020	Central Library (REFERENSI)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T337282020

Publisher

Inderalaya : Fakultas Teknik Universitas Sriwijaya., 2020

Collation

xi, 75 hlm.; ilus., tab.: 28 cm

Language

Indonesia

ISBN/ISSN

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Classification

622.07

Content Type

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Media Type

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Carrier Type

-

Edition

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Subject(s)

teknik pertambangan
Lereng tambang terbuka

Specific Detail Info

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Statement of Responsibility

EM

Other version/related

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