Soil-structure Interaction Of Buried Pipes Under
Cyclic Loading Conditions
Author(s)
S.M.M.M. Hosseini & S.N.M. Tafreshi
Abstract
The safety of lifelines, as the most important urban facilities, under different
conditions highly depends on the safe design and performance of these buried
structures. This cannot be achieved unless their actual behaviors are well realized
and considered at the designing stage. To study the behavior of buried pipes
under different loading conditions, a new physical model was developed in
Amirkabir University of Technology.
The model is capable of simulating and monitoring flexible pipes under
different conditions. The depth and the position of the buried pipes as well as the
type and density of the surrounding soil can be changed and controlled. The
cyclic loads with different amplitudes, and cycles as well as the monotonic loads
can be generated and applied on the soil s
Keywords
Related Book
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