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Publications tagged with [factor of safety]
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<p>Slope is an exposed ground surface that stands at an angle with the horizontal. Slopes are required in the construction of highway and railway embankments, earth dams, levees, canals etc., and are generally less expensive. Failure of natural slopes and ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
201 4 International Conference on Geological and Civil Engineering IPCBEE vol. 62 ( 2014) © (2014 ) IACSIT Press, Singapore
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 ...
Filed under:
Soil Mechanics -
Soil Improvement
Reference:
IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE) ISSN: 2278-1684 Volume 2, Issue 6 (Sep-Oct 2012), PP 21-25
Kalantary F.
,
Ghazavi M.
et al.
<p>An optimization process for soil-nails deployed for stabilization of slopes and trenches is presented in this article using the limit equilibrium approach. A number of factors such as inclination, length, size and spacing of the nails affect the stability ...
Filed under:
Soil Mechanics -
Earth Retaining Structures
Reference:
5th Symposium on Advances in Science & Technology, 12-17 May 2011, India
<p>In Germany the reliability theory using a probabilistic approach in geotechnical design was officially introduced as the basic concept for geotechnical design at the German National Geotechnical Conference in 1978 as it had also been adopted as the common ...
Filed under:
Statistics & Reliability -
Soil
Reference:
ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
<p>The construction of cuts, embankments and dam in and on different ground require the analyses of slope stability, deformations and often the use of the observational method. New codes, such as Eurocode 7 or its sister code in Switzerland SIA 267, prescribe ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
<p>Design of slopes and analysis of existing slopes subjected to seismic shaking are carried out routinely using approximations of plane strain and substitution of a quasi-static load for the seismic excitation. A three-dimensional 3D analysis of slopes ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, No. 2, February 1, 2011
Lefebvre G.
,
Demers D.
et al.
The difficulties associated with the calculation of a factor of safety aiming at assessing stability conditions of slopes in clay are well known. More than thirty years of experience in the Province of Quebec have shown an important variability in the geotechnical ...
Filed under:
Soil Mechanics -
Soil Slope Stability
Reference:
4th Canadian Conference on Geohazards : From Causes to Management, J. Locat, D. Perret, D. Turmel, D. Demers et S. Leroueil
Anglo Coal South Africa mines coal for both the domestic and export market using open cast and strip mining methods. To establish a mine, a process is set in place to gather ever increasing amounts of geological and metallurgical data to confirm a proven reserve. ...
Filed under:
Engineering Geology -
Landslides
Reference:
The South African Institute of Mining and Metallurgy, International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering
Miller S. M.
,
Whyatt J. K.
et al.
The point estimation method can be applied to the safety factor (SF) equation for any specified rock slope failure mode (such as plane shear, step path, or wedge) to obtain reliable estimates of the mean and standard deviation of the SF probability distribution. ...
Filed under:
Mining Engineering -
Mine Slope Stability
Reference:
6th North American Rock Mechanics Conference, June 5-10, 2004, Houston, Texas. Report No. ARMA/NARMS 04-517
Hammah R. E.
,
Curran J. H.
et al.
This paper examines the application of Finite Element (FE) analysis to the determination of the factor of safety of rock slopes for which strength is modelled by the Generalized Hoek-Brown failure criterion. The paper first outlines the standard shear strength ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
EUROCK 2004 & 53rd Geomechanics Colloquium. Schubert (ed.): 2004