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Publications tagged with [masonry]
Total Items found:
Burland J. B.
,
Jamiolkowski M. B.
et al.
It is well known that the foundations of the Leaning Tower of Pisa were stabilised using the method of underexcavation to reduce the southward inclination of the Tower by about 10 percent in combination with controlling the seasonally fluctuating water ...
Filed under:
Soil Mechanics -
Soil Settlement
Reference:
International Journal of Geoengineering Case histories, Vol.1, Issue 3, p.156-169.
This paper reviews the creep ratio concept suggested by Lane (1934) and added new case histories to expand his database. Lane (1934) selected conservative values of safe creep ratios because of the small number of dam failures in his database, which is prudent. ...
Filed under:
Dam Engineering -
Seepage and Groundwater Control
Reference:
Proceedings of 29th ASDSO Conference, Hollywood, FL, Sept. 27 - Oct. 1, 2009
<p>The Department of Civil Engineering, Indian Institute of Technology Madras, received a project on developing a Handbook on seismic retrofit of buildings. The Handbook will contain seventeen chapters covering different aspects of seismic retrofit. The ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
4th International Conference on Earthquake Engineering Taipei, Taiwan October 12-13, 2006
Stone masonry is a traditional form of construction practiced for centuries in the regions where stone is locally available. It is still found in old historic centers, often in buildings of cultural and historical significance, and in developing countries ...
Filed under:
Rock Mechanics -
Rock Construction
Reference:
World Housing Net
Liu G.
,
Houlsby G. T.
et al.
This paper describes a two- dimensional fnite element analysis in which the tunnel, the soil and a building are all treated in a single analysis.
Filed under:
Tunnel Engineering -
Ground - Structure Interaction
Reference:
The Structural Engineer, Vol. 79, No 1, 2000
Burd H. J.
,
Houlsby G. T.
et al.
This paper describes a three- dimensional fnite element analysis in which the tunnel, the soil and a building are all treated in a single analysis.
Filed under:
Tunnel Engineering -
Ground - Structure Interaction
Reference:
Geotechnical Engineering Vol 143, GE1 pp 17-29, 2000