A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Interaction between Pile Foundations Supporting Rockers and Frozen Soil
Abstract It is demonstrated that seasonal tilts of the beds of rockers are associated with the thermal influence of the oil well during freezing/thawing of the surrounding soil, which results in curvature of the freezing and thawing fronts. Numerical solutions making it possible to evaluate interaction between the “rocker+pile-base” system and the surrounding soil are presented.
Interaction between Pile Foundations Supporting Rockers and Frozen Soil
Abstract It is demonstrated that seasonal tilts of the beds of rockers are associated with the thermal influence of the oil well during freezing/thawing of the surrounding soil, which results in curvature of the freezing and thawing fronts. Numerical solutions making it possible to evaluate interaction between the “rocker+pile-base” system and the surrounding soil are presented.
Interaction between Pile Foundations Supporting Rockers and Frozen Soil
Kushnir, S. Ya. (author) / Gorkovenko, A. I. (author) / Gorelov, A. S. (author)
2005
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Interaction between Pile Foundations Supporting Rockers and Frozen Soil
| British Library Online Contents | 2005
Pile foundations in frozen soils
| Tema Archive | 1977
Pile Foundations in Thermally Fragile Frozen Soils
| NTIS | 1970
Seismic Performance of Bridge Piers with Pile Foundations Under Frozen Soil Conditions
| Springer Verlag | 2024
Seismic Response Analysis of Bridge Pile Foundations in Saline Frozen Soil Sites
| Springer Verlag | 2024