ISSN:
1570-1468
Source:
Springer Online Journal Archives 1860-2000
Topics:
Energy, Environment Protection, Nuclear Power Engineering
Notes:
Conclusions 1. Experments with cyclic temperature-induced deformation of structures on an earth slope confirmed the phenomenon of their sliding. With increase in the number of cycles under constant static conditions this process tends to fade away. A study of the physical picture of deformation showed that local upward yielding and expansion of the soil in the end zone of the slabs play the main role in the accumulation of residual displacements. 2. An analysis of the experimental data permits recommending for further study a pile-free foundation under large-diameter pipelines with the construction of a projection in the center of each section and with artificial removal of friction in the end zones.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF01424794
