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Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102782- (2024)
This paper presents two real case buildings that are redesigned considering the heave of the ground formation. The buildings are evaluated for upward swelling pressure, taking into account dead load, live load, and expansive soil load combinations. T
Externí odkaz:
https://doaj.org/article/3fdaa81e4cf94ab499bd48a6618d550d
