Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in)
1976
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
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