The Influences of Normal Load Variation in Direct Shear Strength Test Parameters Tuff from Candi Ijo Yogyakarta

SAPTONO, Singgih and TRILAKSONO, RAHMATYO GILANG and Siswanto, Waluyo Adi (2019) The Influences of Normal Load Variation in Direct Shear Strength Test Parameters Tuff from Candi Ijo Yogyakarta. International Journal of Engineering & Technology, 8 (1). pp. 184-189. ISSN 2227-524X

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Abstract

This paper presents direct shear strength test results of tuff taken from Candi Ijo of Jogjakarta, Indonesia where the slopes are considered
in critical condition and need attention. Serial shear tests were conducted to find the normal loads appropriate for direct shear strength
test. The optimum set of normal loads on direct shear strength test for tuff from Candi Ijo were tried by analyzing Mohr & Coulomb
criterion against Hoek-Brown criterion. The study shows that excessive normal load may initiate crack caused by a failure on direct shear
strength test due to the generated shear stress as well as the normal stress. This can be indicated by the unacceptable high value of cohesion
(c)
and
the
low
internal
friction
angle
(ϕ).
The
maximum
limit
of
normal
stress
(σn)
on
direct
shear
strength
test
12.5%
σc
for
Indonesia
general
area
is
still
applicable
for
the
case
of

Candi Ijo. This research work recommends applying normal loads for direct shear
strength test of tuff are 0.4 kN, 0.6 kN and 0.8 kN. This recommendation was also supported by the analysis using graph suitability of
Mohr & Coulomb criterion and Hoek-Brown criterion.

Item Type: Article
Uncontrolled Keywords: : Internal friction angle, Direct shear strength test, Mohr & coulomb criterion, Hoek-Brown criterion
Subjek: T Technology > TN Mining engineering. Metallurgy
Divisions: x. Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User: Nurul Alifah Rahmawati
Date Deposited: 11 Nov 2021 04:14
Last Modified: 17 Nov 2021 03:06
URI: http://eprints.upnyk.ac.id/id/eprint/27040

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