A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement
Abstract Positive experience is noted for use of pile foundations in the construction of high-rise buildings and structures under complex soil conditions. V. I. Krutov’s paper, which was published in order of discussion in our journal (No. 6, 2003), is analyzed.
On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement
Abstract Positive experience is noted for use of pile foundations in the construction of high-rise buildings and structures under complex soil conditions. V. I. Krutov’s paper, which was published in order of discussion in our journal (No. 6, 2003), is analyzed.
On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement
Grigoryan, A. A. (author)
2005
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
| British Library Online Contents | 2005
Proneness to slump-type settlement and slump-type settlements of clayey soils
| British Library Online Contents | 2010
Proneness to slump-type settlement and slump-type settlements of clayey soils
| Online Contents | 2010