Abstract. Underground infrastructure system is an essential component for urban because they enable to ensure the normal of citizens. Buried pipes and culverts are the most structures used for sewage, water supply, communications, cable or oil/gas…They are designed to bearing both the external load such as superimposed earth loads of embankments, surcharge load from the surface as well as internal load likes water pressure (in water supply pipe); heat transfer (in cable pipe) … In addition, the serviceability of a pipeline depends greatly on its stability. This paper presents an evaluation of pipes under the various loading conditions as live load on surface and compaction of backfill soil. The analytical results use as a tool for prediction factors may cause pressure of pipelines under various loading conditions.
Keywords: Arching, Shallow pipes, buried, live load, compaction, pressure
Tin cùng chuyên mục:
Evaluating the behavior of architectural pylons of cable-stayed bridges
A Novel Feature Selection Framework to Deal with Outliers in SHM Problems
A few problems with the electric charging station design for Vietnam’s urban road network
Calculate lightweight concrete aggregates for constructing bridges