Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads
Buried concrete pipes are load bearing structures that need to resist the loads imposed by
the surrounding ground. The common approach to design buried concrete pipes is based on …
the surrounding ground. The common approach to design buried concrete pipes is based on …
Economical design of buried concrete pipes subjected to UK standard traffic loading
S Alzabeebee, DN Chapman… - Proceedings of the …, 2019 - icevirtuallibrary.com
The British standard (BS) uses the indirect design method to design buried concrete pipes
under the effect of traffic load; in this method the laboratory capacity of the pipe is obtained …
under the effect of traffic load; in this method the laboratory capacity of the pipe is obtained …
Field test performance of buried flexible pipes under live truck loads
The objectives of this study are to determine the short-term performance for shallowly buried
[2,438 mm (up to 8-ft burial depth)] flexible pipes, evaluate joint performance requirements …
[2,438 mm (up to 8-ft burial depth)] flexible pipes, evaluate joint performance requirements …
The response of buried pipes to UK standard traffic loading
The current design practice in the UK for estimating the soil pressure on a buried pipe under
traffic loads is based on a simple equation derived using a Boussinesq solution. In order to …
traffic loads is based on a simple equation derived using a Boussinesq solution. In order to …
Finite element analysis for deeply buried concrete pipes in proposed imperfect trench installations with expanded polystyrene (EPS) foams
J Kang - Engineering Structures, 2019 - Elsevier
The objective of this study was to evaluate the performance of imperfect trench installations
incorporating a soft material zone for buried concrete pipes. Traditionally, imperfect trench …
incorporating a soft material zone for buried concrete pipes. Traditionally, imperfect trench …
Stress distribution around the conduit buried within a soil slope–an experimental investigation
The use of conduits for transportation of utilities is very common around the world. The safe
design and installation of these conduits depend upon the understanding of the soil-conduit …
design and installation of these conduits depend upon the understanding of the soil-conduit …
Mechanical behavior and fracture characteristics of polymeric pipes under curved three point bending tests: Experimental and numerical approaches
This study describes an investigation of the load–deflection response of the material used
for production of polymeric pipes. Three point bending tests were performed on curved pipe …
for production of polymeric pipes. Three point bending tests were performed on curved pipe …
Influence of backfill soil saturation on the structural response of buried pipes
S Alzabeebee - Transportation Infrastructure Geotechnology, 2020 - Springer
The structural design of new buried pipes and the calculation of the remaining service life of
in-service buried pipes are usually conducted assuming that the backfill soil is at the …
in-service buried pipes are usually conducted assuming that the backfill soil is at the …
The effect of load reduction on underground concrete arch structures in embedded trench installations
J Kang, H Im, JS Park - Tunnelling and Underground Space Technology, 2020 - Elsevier
This analytical and experimental study examined the effects of using EPS Geofoam to
reduce the earth pressure on underground arch structures. The finite element models …
reduce the earth pressure on underground arch structures. The finite element models …
Investigating the Influence of the Diameter of a Fiberglass Pipe on the Deformed State of Railroad Transportation Structure 'Embankment-Pipe'
V Kovalchuk, Y Sobolevska… - … -European Journal of …, 2022 - papers.ssrn.com
INVESTIGATING THE INFLUENCE OF THE DIAMETER OF A FIBERGLASS PIPE ON THE
DEFORMED STATE OF RAILROAD TRANSPORTATION STRUCTURE “E Page 1 Applied …
DEFORMED STATE OF RAILROAD TRANSPORTATION STRUCTURE “E Page 1 Applied …