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A platform for research: civil engineering, architecture and urbanism
Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions
Abstract Experience with the design and construction of a 70-meter metallic tower at a site with soils classed as type II in terms of proneness to slump-type settlement and foundations formed from BSS cast-in-place piles (in dry stable soils without stabilization of the walls of the holes) with holes widened at their bases is brought to light.
Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions
Abstract Experience with the design and construction of a 70-meter metallic tower at a site with soils classed as type II in terms of proneness to slump-type settlement and foundations formed from BSS cast-in-place piles (in dry stable soils without stabilization of the walls of the holes) with holes widened at their bases is brought to light.
Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions
Ostroumov, B. V. (author) / Khanin, R. E. (author)
2006
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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