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Concrete-pipe piles in base of tall building
Abstract The writers present design and construction experience with foundations of a tall building on concrete-pipe piles under complex engineering-geologic conditions. Results of static tests on the piles are compared with the stabilized settlements of the building foundations. It is established that their values are close to each other.
Concrete-pipe piles in base of tall building
Abstract The writers present design and construction experience with foundations of a tall building on concrete-pipe piles under complex engineering-geologic conditions. Results of static tests on the piles are compared with the stabilized settlements of the building foundations. It is established that their values are close to each other.
Concrete-pipe piles in base of tall building
Romanov, D. A. (Autor:in) / Romanov, V. D. (Autor:in) / Lomaka, V. G. (Autor:in)
1993
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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