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Publications tagged with [differential settlement]

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<p>This paper presents the development of a shallow foundation system consisting of mat foundations for support of all structures including heavily loaded, settlement sensitive structures at a recently completed Polysilicon Plant in China. The site grading ...
Reference: Seventh International Conference on Case Histories in Geotechnical Engineering, Chicago
<p>The formation of cracks in structural elements and other parts of a building such as walls is often unavoidable; that is why some standard of practice specify the maximum allowable width of cracks depending on the type and exposure conditions of a structure. ...
Reference: EJGE Vol. 18 [2013], Bund. N
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 ...
Reference: Proceedings of the ASME 2012 Joint Rail Conference JRC2012 April 17-19, 2012, Philadelphia, Pennsylvania, USA
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 settlement. This differential ...
Reference: Proceedings of International Symposium on Geotechnical Engineering for High-Speed Transportation Infrastructure, Hangzhou, China, October 26-28, 2012
Stiffened slabs-on-grade are one of the most efficient and inexpensive foundation solutions for light structures on shrink-swell soils. After removing the top soil, the stiffening reinforced concrete beams, say 1m deep and 0.3 m wide, are formed in the natural ...
Reference: International Conference on Unsaturated Soils UNSAT 2010, September 2010, Barcelona, Spain
<p>This monograph is intended to be used as a &ldquo;PB Guideline&rdquo; for assessing tunnelling-induced risks to adjacent structures in urban environments. It is expected that it will also promote awareness of such risks among PB engineers<br />who are involved ...
Reference: PB 2009 William Barclay Parsons Fellowship Monograph 25
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 ...
Reference: International Journal of Geoengineering Case histories, Vol.1, Issue 3, p.156-169.
Bridge approaches provide smooth and safe transition of vehicles from highway pavements to bridge structures. However, settlement of the bridge approach slab relative to bridge decks usually creates a bump in the roadway. The bump causes inconvenience to passengers ...
Reference: FHWA/TX-09/0-6022-1
<p>The Tugun Bypass Tunnel in Gold Coast, Australia was constructed using diaphragm walls with the top-down cut-and-cover method to allow simultaneous construction of an airport runway extension above the tunnel, whilst excavation of the tunnel continued underneath. ...
Reference: Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has been showing signs of distress that predate its opening in 1981. Subsequent investigations have shown that the bridge distress is related to unexpectedly large ...
Reference: Geotechnical Engineering 161, April 2008, Issue GE2, Pages 63–74