A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Technicoeconomic basis for selection of pile and pile-foundation designs
Conclusions 1. In addition to the factors enumerated at the outset of this paper, the character of the given external effects should be considered in selecting a pile design. It is expedient to use large-diameter (60–120 cm) predrilled-and-rammed piles in cases where the piles should sustain large (100 kN and greater) horizontal loadings, and driven or predrilled-and-rammed piles with a pedestal where the piles should sustain large vertical loads. 2. The advantage of one pile design over another should be weighed from both the cost indicators, and the material-outlay indicators for the pile and pile-foundation design, taking into account the resources of the construction organizations as a basis for a variant design.
Technicoeconomic basis for selection of pile and pile-foundation designs
Conclusions 1. In addition to the factors enumerated at the outset of this paper, the character of the given external effects should be considered in selecting a pile design. It is expedient to use large-diameter (60–120 cm) predrilled-and-rammed piles in cases where the piles should sustain large (100 kN and greater) horizontal loadings, and driven or predrilled-and-rammed piles with a pedestal where the piles should sustain large vertical loads. 2. The advantage of one pile design over another should be weighed from both the cost indicators, and the material-outlay indicators for the pile and pile-foundation design, taking into account the resources of the construction organizations as a basis for a variant design.
Technicoeconomic basis for selection of pile and pile-foundation designs
Khanin, R. E. (author)
1976
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
| European Patent Office | 2021