eprintid: 6685
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/66/85
datestamp: 2023-11-09 16:18:28
lastmod: 2023-11-09 16:18:28
status_changed: 2023-11-09 16:07:23
type: conference_item
metadata_visibility: show
creators_name: Serasa, A.S.
creators_name: Lai, G.T.
creators_name: Rafek, A.G.
creators_name: Simon, N.
creators_name: Hussein, A.
creators_name: Ern, L.K.
creators_name: Surip, N.
creators_name: Mohamed, T.R.
title: Development of empirical correlation of peak friction angle with surface roughness of discontinuities using tilt test
ispublished: pub
note: cited By 2; Conference of 2016 Postgraduate Colloquium of the Universiti Kebangsaan Malaysia, Faculty of Science and Technology, UKM FST 2016 ; Conference Date: 13 April 2016 Through 14 April 2016; Conference Code:126554
abstract: The significant influence of surface roughness of discontinuity surfaces is a quantity that is fundamental to the understanding of shear strength of geological discontinuities. This is due to reason that the shear strength of geological discontinuities greatly influenced the mechanical behavior of a rock mass especially in stability evaluation of tunnel, foundation, and natural slopes. In evaluating the stability of these structures, the study of peak friction angle (Φpeak) of rough discontinuity surfaces has become more prominent seeing that the shear strength is a pivotal factor causing failures. The measurement of peak friction angle however, requires an extensive series of laboratory tests which are both time and cost demanding. With that in mind, this publication presents an approach in the form of an experimentally determined polynomial equation to estimate peak friction angle of limestone discontinuity surfaces by measuring the Joint Roughness Coefficient (JRC) values from tilt tests, and applying the fore mentioned empirical correlation. A total of 1967 tilt tests and JRC measurements were conducted in the laboratory to determine the peak friction angles of rough limestone discontinuity surfaces. A polynomial equation of �peak = -0.0635JRC2 + 3.95JRC + 25.2 that exhibited 0.99 coefficient of determination (R2) were obtained from the correlation of JRC and peak friction angles. The proposed correlation offers a practical method for estimation of peak friction angles of rough discontinuity surfaces of limestone from measurement of JRC in the field. © 2016 Author(s).
date: 2016
publisher: American Institute of Physics Inc.
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014596315&doi=10.1063%2f1.4966871&partnerID=40&md5=35790d37a1a8a6ad8a84907970495f46
id_number: 10.1063/1.4966871
full_text_status: none
publication: AIP Conference Proceedings
volume: 1784
refereed: TRUE
isbn: 9780735414464
issn: 0094243X
citation:   Serasa, A.S. and Lai, G.T. and Rafek, A.G. and Simon, N. and Hussein, A. and Ern, L.K. and Surip, N. and Mohamed, T.R.  (2016) Development of empirical correlation of peak friction angle with surface roughness of discontinuities using tilt test.  In: UNSPECIFIED.