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Publications tagged with [mitigation]
Total Items found:
Mkpuma R. O.
,
Okeke O. C.
et al.
<p>Economic mineral resources lying in the earth are necessary ingredients of all our modern conveniences. Its mining yields huge profits for the companies that own them, a source of revenue for the government, and provides employment to a large number of ...
Filed under:
Environmental Geoengineering -
Mining Effects
Reference:
The International Journal Of Engineering And Science (IJES), Volume 4, Issue 12, Pages PP-12-20, 2015
<p>Landslide is a rapid movement of rocks, soils and vegetations down the slope under the influence of gravity. Landslides are by far the most common natural disaster and pervasive natural problems in the Himalayan region of Darjeeling. Every year, people ...
Filed under:
Engineering Geology -
Landslides
Reference:
Indian Journal of Research, Volume 2, Issue 8, Aug 2013
SUBSIDENCE: AN OVERVIEW OF CAUSES, RISKS AND FUTURE DEVELOPMENTS FOR COAL SEAM GAS PRODUCTION
(2013)
The occurrence of subsidence, either by natural or anthropogenic factors, is of concern in engineering practice due to the potential impacts on infrastructure, natural resources and the environment. Subsidence is a complex phenomenon involving different processes ...
Filed under:
Engineering Geology -
Subsidence
Reference:
Report Submitted to The Office of the NSW Chief Scientist and Engineer As Part of the Review of Coal Seam Gas Activities in NSW 31 July 2013
Tutumluer E.
,
Stark T. D.
et al.
As with most highway bridges, railway transitions experience differential movements due to differences in track system stiffness, track damping characteristics, foundation type, ballast settlement from fouling and/or degradation, as well as fill and subgrade ...
Filed under:
Soil Mechanics -
Soil Settlement
Reference:
Proceedings of the ASME 2012 Joint Rail Conference JRC2012 April 17-19, 2012, Philadelphia, Pennsylvania, USA
<p>The present paper deals with the use of numerical methods so as to assess the efficiency of an improvement method to reduce the liquefaction potential in a sandy soil profile subjected to shaking. The objective is to reveal the beneficial or unfavorable ...
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
8 ème Colloque National AFPS 2011 – Ecole des Ponts ParisTech
A short discussion on various ground improvement methods available for liquefaction mitigation was presented highlighting the importance of columnar inclusions. Construction methods of different granular columnar inclusions like sand compaction piles/ granular ...
Filed under:
Earthquake Engineering -
Seismic Ground Improvement
Reference:
American J. of Engineering and Applied Sciences 2 (3): 526-536, 2009
Agliardi F.
,
Crosta G. B.
et al.
Rockfall risk analysis for mitigation action design requires evaluating the probability of rockfall events, the spatial probability and intensity of impacts on structures, their vulnerability, and the related expected costs for different scenarios. These tasks ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Nat. Hazards Earth Syst. Sci., 9, 1059–1073, 2009
Yao M.
,
Chinnasane D. R.
et al.
<p>While mining the approved stope sequence in the 100/900 ore bodies at the North Mine in Sudbury Basin of Vale Inco Ltd and following a crown blast in one of the stopes in 100 orebody in a sill pillar area, several major seismic events, with the highest ...
Filed under:
Mining Engineering -
Underground Mining
Reference:
ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, May 2009
The probable mitigation and management issues of seismic hazard necessitate seismic microzonation for hazard and risk assessment at the local level. Such studies are preceded with those at a regional level. A comprehensive framework, therefore, encompasses ...
Filed under:
Earthquake Engineering -
Seismic Hazard Analysis
Reference:
Nat. Hazards Earth Syst. Sci., 9, 1445–1459, 2009
Siegel T. C.
,
NeSmith W. M.
et al.
Drilled displacement piles are installed by the displacement of soil and subsequent placement of fluid cement grout within the evacuated volume. Depending on the soil grain-size characteristics, soil behavior, in situ soil density, pile spacing, and pile diameter, ...
Filed under:
Earthquake Engineering -
Seismic Ground Improvement
Reference:
2008 Earthquake Engineering and Soil Dynamics IV Conference, Sacramento CA