A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bearing capacity of compression-bent piles in permafrost
The deformation of a pile fashioned from a metallic tube, the lower end of which is rigidly fixed in permafrost, and the upper end rigidly or hinge-connected to the raft of a building is examined. Geometric nonlinearity of the deformation is considered in writing the differential relationship between internal force factors in the cross section of the pile. A solution permitting determination of the bearing capacity of the pile with a given stiffness, stability, and strength reserve is obtained. Analysis of variable-section piles is possible.
Bearing capacity of compression-bent piles in permafrost
The deformation of a pile fashioned from a metallic tube, the lower end of which is rigidly fixed in permafrost, and the upper end rigidly or hinge-connected to the raft of a building is examined. Geometric nonlinearity of the deformation is considered in writing the differential relationship between internal force factors in the cross section of the pile. A solution permitting determination of the bearing capacity of the pile with a given stiffness, stability, and strength reserve is obtained. Analysis of variable-section piles is possible.
Bearing capacity of compression-bent piles in permafrost
Shishov, I. I. (author)
2010
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Bearing capacity of compression-bent piles in permafrost
| British Library Online Contents | 2010
Bearing capacity of compression-bent piles in permafrost
| Online Contents | 2010
Allowable bearing capacity of initially bent piles
| Engineering Index Backfile | 1963
Determining capacity of bent piles
| Engineering Index Backfile | 1962
Determination of the bearing capacity of piles in permafrost by static penetration
| Online Contents | 1986