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Publications tagged with [bridge]
Total Items found:
Novakov D.
,
Ashby D.
et al.
A seismic improvement works were completed on Market Road Underpass (MRU) in Auckland. The bridge consists of three structures: The Underpass, the Motorway Off-ramp and the Rail Overbridge. In the NZTA’s "Seismic Screening" of all state highway bridges MRU ...
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
Keaton J. R.
,
Mishra S. K.
et al.
This report presents a methodology for estimating the time rate of scour and the design scour depth for a bridge founded on rock. The report also includes design and construction guidelines for application of the methodology.
Filed under:
Rock Mechanics -
Rock Foundation
Reference:
NCHRP Report 717, TRB
This report documents information on materials, specification requirements, design details, application methods, system performance, and costs of waterproofing membranes used on new and existing bridge decks since 1995.
Filed under:
Tunnel Engineering -
Tunnel Final Lining
Reference:
NCHRP Synthesis 425, TRB
Palermo A.
,
Wotherspoon L.
et al.
On 22 February 2011 the Mw6.2 Christchurch earthquake occurred with an epicentre less than 10 km from the Christchurch Central Business District (CBD) on an unknown buried fault at the edge of the city. The majority of damage was a result of lateral spreading ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, Vol. 44, No. 4, December 2011
Sheppard D. M.
,
Demir H.
et al.
This report explores recommendations for a predictive equation for equilibrium local scour and a potential equation for predicting scour evolution rates at wide piers and skewed piers. The equations are designed to help provide better estimates of local scour ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
NCHRP Report 682, TRB
Brown D. A.
,
Turner J. P.
et al.
This manual embraces both construction and design of drilled shafts, and addresses the following topics: applications of drilled shafts for transportation structure foundations general requirements for subsurface investigations construction means and methods ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Federal Highway Administration, FHWA NHI-10-016, 2010
Lagasse P. F.
,
Clopper P. E.
et al.
This report explores guidelines to help estimate the quantity of accumulated, flow event debris, based on the density and type of woody vegetation and river bank condition upstream and analytical procedures to quantify the effects of resulting debris-induced ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
NCHRP Report 653, TRB
Borello D. J.
,
Andrawes B.
et al.
This paper examines the structural behavior of bridge timber piles under eccentric compression loading. Samples of the piles were retrieved from a recently collapsed bridge and experimentally tested under compression and combined compression and flexure. The ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Engineering Structures 32 (2010) 2237-2246
Over the past decades, an increasing number of integral bridges have been built. This is justified by the various advantages of integral bridges in comparison with standard bridges equipped with expansion joints and bearings. In particular, integral bridges ...
Filed under:
Soil Mechanics -
Soil - Structure Interaction
Reference:
7th fib PhD Symposium in Stuttgart, Germany
Stonecutters Bridge will have a main span of 1018m to cross the Rambler Channel in Hong Kong, China. The 1596m long cable stayed bridge has a steel main span and concrete back spans. The tapered mono column towers stand on the bridge centre line between the ...
Filed under:
Earthquake Engineering -
Seismic Hazard Analysis
Reference:
The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China