ANALISIS STABILITAS LERENG WASTE DUMP PIT J TERHADAP PENERAPAN PENGUATAN TANAH METODE DEEP SOIL MIXING DAN METODE GEOCELL DI PT. KALTIM PRIMA COAL, SANGATTA, KALIMANTAN TIMUR

BERNADEHT, SINDY OLIFIANA (2018) ANALISIS STABILITAS LERENG WASTE DUMP PIT J TERHADAP PENERAPAN PENGUATAN TANAH METODE DEEP SOIL MIXING DAN METODE GEOCELL DI PT. KALTIM PRIMA COAL, SANGATTA, KALIMANTAN TIMUR. Other thesis, Universitas Pembangunan Nasional "Veteran" Yogyakarta.

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Abstract

PT. Kaltim Prima Coal is one of the coal mining companies in East
Kalimantan that has mining with open mining system. In coal mining activities,
there is a required treatment on mining activities and the slopes of the embankment
area. The embankment geometry requires analysis of slope stability to prevent
failure in the embankment area and disturbance of the environment near the activity.
In the stability analysis of the embankment slope above the soft soil used
the limit equilibrium method and finite element method. The limit equilibrium
method used is the Bishop Simplified, GLE / Morgenstern-Price, Janbu Simplified,
and Spencer methods, with the safety factor for the slope of the pile that is
considered safe is 1.3. The safety factor will affect the geometry of the embankment
geometry. In this case the shear strength of the embankment material is so important
that the problems such as the occurrence of failure on the embankment, it can be
reduced by a soil reinforcement method using the Deep Soil Mixing method and
Geocell method.
The result of the analysis the geometry embankment with the height analysis
of 10 m with the angle of the single slope 27˚ and 22˚, the calculation method
chosen in accordance with the material conditions in the embankment slope is the
Bishop method and Janbu method, with the SF result for Bishop method before
reinforcement 0.59 and after reinforcement with Geocell and Deep Soil Mixing
equal to 1.31, while for safety factor by Janbu method equal to 0.55 before
reinforcement and 1.22 after reinforcement.
To obtaine the failure distance from toe (base failure) by using finite
element method up to as far as 32.78 meters with the assumption that the slope is
unsafe (SRF <1) is SRF of 0.71. The results of this study can be useful as a reference
for the management of similar swamps in coal mining areas.

Item Type: Thesis (Other)
Subjek: T Technology > T Technology (General)
Divisions: x. Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User: Sarimin Sarimin
Date Deposited: 16 Jul 2018 03:35
Last Modified: 16 Jul 2018 03:35
URI: http://eprints.upnyk.ac.id/id/eprint/15701

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