Results 21 to 30 of about 4,379 (222)
Underground Space, 2021 Pillar stability is always evaluated using the safety factor (SF), which is defined as the ratio of pillar strength to pillar stress. However, most researchers have estimated pillar stress using the pillar shape ratio (w/h), uniaxial compressive strength
Chuanqi Li +3 more
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Revisiting rock classification to estimate rock mass properties
Journal of Rock Mechanics and Geotechnical Engineering, 2019 This paper presents the results of ongoing research carried out by the author exploring methods to provide a more robust estimate of rock mass properties specifically for use in tunnel design.
Robert Bertuzzi
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GROUND VIBRATIONS LEVEL CHARACTERIZATION THROUGH THE GEOLOGICAL STRENGTH INDEX (GSI)
Rudarsko-geološko-naftni Zbornik, 2017 This paper analyses the results of trial, construction and quarry blasting, carried out in sediment rock deposits, mainly limestone and dolomite, at diff erent locations in the Republic of Croatia.
Josip Mesec +2 more
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Applied Sciences, 2022 This paper initially provides a practical example on how to estimate a bias-free volumetric fracture count (VFC—fractures/m3) in a tunnel and incorporate it into a new and unified volumetric-based Geological Strength Index (V-GSI) chart. The quantified V-
Paul Schlotfeldt +2 more
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Implementation of probabilistic approach to rock mass strength estimation while excavating through fault zones [PDF]
, 2019 Purpose. The paper addresses the rock mass state estimation while excavating a cross-heading through the area of regional fault “Bohdanivskyi” based on probabilistic approach to assessing the rock strength. Methods.
Babets, D +4 more
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GROUND VIBRATIONS LEVEL CHARACTERIZATION THROUGH THE GEOLOGICAL STRENGTH INDEX (GSI)
Rudarsko-geološko-naftni zbornik, 2016 This paper analyses results of trial, construction and quarry blasting, carried out in sediment rock deposits, mainly limestone and dolomite, at the different locations in Republic Croatia. The division of the three test groups was based on the lithology changes and GSI values of the rock units at these locations.
Mesec, Josip +2 more
openaire +4 more sources
Surface and subsurface engineering geological mapping for empirical designs of excavation method and support system of Tunnel 6 of Jakarta-Bandung high speed railway, Indonesia [PDF]
E3S Web of Conferences, 2021 Empirical design of support system at the Tunnel 6 of the Jakarta – Bandung high-speed railway was based on the Basic Quality (BQ) system, which had not been adopted in Indonesia.
Malda Octavika +2 more
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Characterization and mechanical properties of the Eocene Buda Marl [PDF]
, 2007 The mechanical behavior of the Buda Marl lies between those of rock and soil; it is therefore appropriate to define it as both weak rock and strong soil: some marl types behave like a weak rock and others like soil.
Görög, Péter
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Strength of massive to moderately jointed hard rock masses
Journal of Rock Mechanics and Geotechnical Engineering, 2019 The Hoek-Brown (HB) failure criterion and the geological strength index (GSI) were developed for the estimation of rock mass strength in jointed and blocky ground where rock mass failure is dominated by sliding along open joints and rotation of rock ...
R.P. Bewick, P.K. Kaiser, F. Amann
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Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil, 2023 Suatu konstruksi yang memerlukan pekerjaan galian tanah (batuan) membutuhkan perencanaan yang baik karena sisi-sisi galian akan terbentuk lereng. Faktor Keamanan (FK) suatu lereng dipengaruhi oleh beberapa faktor, salah satunya adalah nilai Geological Strength Index (GSI) dan Uniaxial Compressive Strength (UCS).
Widarto Sutrisno +4 more
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