Abstract
In this manuscript, a finite-element analysis of the stress-strain state of the system “reinforced concrete pile foundation - permafrost soil” is carried out taking into account various conditions of concrete operation, unsteady changes in ambient temperature and the latent heat of phase change of permafrost. The effects of changes in the stress-strain curves of concrete and its coefficient of thermal expansion depending on low temperature on the stress-strain state of the pile foundation are analyzed.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
