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Publications tagged with [UCS]

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<p>Fly ash is a major by-product of thermal power plants that adversely affects land, water, and air. Its gainful utilization in many areas is being continuously explored. Use of fly ash in opencast coal mine haul road construction is one such option. This ...
Reference: Coal Combustion and Gasification Products 5, 49-56
In this work Data Mining tools are used to develop new and innovative models for the estimation of the rock deformation modulus and the Rock Mass Rating (RMR). A database published by Chun et al. (2008) was used to develop these models. The parameters of ...
Reference: Geotechnical and Geological Engineering August 2012, Volume 30, Issue 4, pp 787-801
Black cotton soil is a typical expansive soil which loses its strength in presence of water résultant in swelling of the soil and in absence of water it shows multiple cracks due to shrinkage. Present paper describes the strength behaviour of Black cotton ...
Reference: IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE) ISSN: 2278-1684 Volume 2, Issue 6 (Sep-Oct 2012), PP 21-25
<p>The bilinear brittle failure criterion that utilizes the unconfined compressive strength (UCS) and a spalling limit of 3.4, together with a tensile strength cut-off can be used to model the height of failure above coal mine roadways. Transverse isotropy ...
Reference: R. Seedsman, Application of the Brittle Failure Criterion to the Design of Roof Support in the Soft Rocks of Coal Mines, 11th Underground Coal Operators' Conference, University of Wollongong & the Australasian Institute of Mining and Metallurgy, 2011, 60-72.
<p>The intact rock strength of a rock mass has been determined by several different means in the context of research for slope stability assessment. The intact rock strength was determined with unconfined compressive strength testing, Schmidt hammer, Equotip, ...
Reference: Proceedings of 9th Congress of the International Association for Engineering Geology and the Environment. Durban, South Africa, 16 - 20 September 2002
This paper presents the value of a good geotechnical model for underground works and how this can be achieved.
Reference: www.pellsconsulting.com.