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Publications tagged with [limestone]
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Tests were intended to measure the performance of drilled shafts in rock that is representative of the lower bound conditions that might be expected for foundations of this type.
Filed under:
Rock Mechanics -
Rock Foundation
Reference:
Foundation Drilling, Vol. 30, No. 4 May 2009
Ghabezloo S.
,
Sulem J.
et al.
<p>The effective stress law for the permeability of a limestone is studied experimentally by performing constant head permeability tests in a triaxial cell with different conditions of confining pressure and pore pressure pf.</p>
Filed under:
Rock Mechanics -
Rock Investigation
Reference:
International Journal of Rock Mechanics and Mining Science
Esterhuizen G. S.
,
Dolinar D. R.
et al.
Limestone formations in the United States can be subject to relatively high horizontal stresses owing to the existence of tectonic loading of the limestone strata. Underground limestone mines use the room-and-pillar method, in which 12- to 18-m-wide rooms ...
Filed under:
Mining Engineering -
Mine Rock Support
Reference:
6th International Symposium on Ground Support in Mining and Civil Engineering Construction, Edrs: T. R. Stacey and D. F. Malan
Marinos P. G.
,
Novack M.
et al.
<p>This paper refers to the new planned Western Extension of the Athens Metro to Piraeus city. The railway consists of a 9.45m diameter and 8.2 km length tunnel and 7 stations. Tunnelling works are expected to be undertaken within a variety of lithological ...
Filed under:
Tunnel Engineering -
Mechanized Tunneling
Reference:
11th ACUUS Conference: “Underground Space: Expanding the Frontiers”, September 10-13 2007, Athens - Greece
CASE HISTORIES OF MICROPILE IN KARST, THE INFLUENCE OF INSTALLATION ON DESIGN AND PERFORMANCE
(2007)
Micropiles are small diameter replacement piles that are capable of developing high axial capacities. Their installation equipment can penetrate hard rock with greater efficiency than tools used for other more conventional foundation types. It is due, in part, ...
Filed under:
Rock Mechanics -
Rock Foundation
Reference:
Contemporary Issues in Deep Foundations, GeoDenver Conference, Geotechnical Special Publication No. 158, ASCE
The October 8, 2005, Kashmir earthquake (M 7.6) triggered several thousand landslides, mainly rock falls and rock slides, in the epicentral area near the cities of Muzafarrabad and Balakot, Pakistan. Most of these were shallow, coalescing rock slides emanating ...
Filed under:
Engineering Geology -
Landslides
Reference:
USGS Open-File Report 2006–1052
Etiope G.
,
Papatheodorou G.
et al.
Gas seepages along the Ionian coast of the northwestern Peloponnesus (Greece), at Killini, Katakolo, and Kaiafas reflect deep hydrocarbon-generation processes and represent a real hazard for humans and buildings. Methane microseepage, gas concentration in ...
Filed under:
Geology -
Economic Geology
Reference:
AAPG Bulletin, v. 90, no. 5 (May 2006), pp. 701–713 701
This study includes conducting diametrical compression tests on notched Brazilian disk specimens. Moreover, the effect of confining pressure and temperature on crack initiation and propagation were also studied. The experimental results were compared with ...
Filed under:
Rock Mechanics -
Rock Joints & Fractures
Reference:
Engineering Geology 81 (2005)
This paper presents seven examples of natural and anthropogenic factors which influenced changes of catchment area in the Dinaric karst
Filed under:
Engineering Geology -
Karst & Sinkholes
Reference:
Natural Hazards and Earth System Sciences (2004) 4: 655-661
<p>Kuala Lumpur Limestone is well known for its highly erratic karstic features. With the exception of the Batu Caves, exposures of Kuala Lumpur Limestone are found only in tin mines. Such exposures seldom exist nowadays after the closure of the tin mines. ...
Filed under:
Engineering Geology -
Karst & Sinkholes
Reference:
GSM-IEM Forum, Oct 2004