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Publications tagged with [settlement prediction]
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The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
Svoboda T.
,
Masin D.
et al.
The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated ...
Filed under:
Tunnel Engineering -
Tunnel Numerical Analysis
Reference:
Computers and Geotechnics
Jones C. A.
,
Stewart D. I.
et al.
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 ...
Filed under:
Soil Mechanics -
Soil Settlement
Reference:
Geotechnical Engineering 161, April 2008, Issue GE2, Pages 63–74
The Federal Highway Administration (FHWA) is undertaking a study of bearing capacity of piles in sand. Several individuals have been contracted to predict the capacity of a specific size pipe pile based on soil information provided by the FHWA. The predictions ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
The analysis of soil and installation data plus Addendum Report. The Federal Highway Administration, FHWA, Washington, Prediction Symposium, June 1986
<p>Excavation is usually employed in the construction of basement of buildings and underground space of the mass rapid transit and the subway system in urban areas. Braced excavation is a complicated soil-structure interaction problem and it is a challenge ...
Filed under:
Soil Mechanics -
Soil - Structure Interaction
Reference: