A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement
Abstract Basic factors affecting additional pile loadings due to forces of loading friction that develop during the slump-type settlement of soils under their own weight are described. Suggestions for determination of design loads on piles are given with consideration of these factors.
Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement
Abstract Basic factors affecting additional pile loadings due to forces of loading friction that develop during the slump-type settlement of soils under their own weight are described. Suggestions for determination of design loads on piles are given with consideration of these factors.
Consideration of Additional Pile Loads Due to Forces of Loading Friction in Soils Prone to Slump-Type Settlement
Krutov, V. I. (author)
2003
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
| British Library Online Contents | 2003
The design of pile foundations on soils prone to slump-type settlement
| Online Contents | 1970
Bearing Capacity of Pile Groups in Soils Prone to Slump-Type Settlement
| British Library Online Contents | 1996
Bearing capacity of pile groups in soils prone to slump-type settlement
| Online Contents | 1996
Piles in Soils Prone to Slump-Type Settlement
| British Library Online Contents | 1995