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A platform for research: civil engineering, architecture and urbanism
Horizontally loaded foundations formed from hollow circular piles
Results are presented for field investigations of groups of hollow circular piles with an open lower end, which can be embedded with a reduced spacing. It is demonstrated that use of these piles permits a reduction in concrete consumption, and an increase the specific bearing capacity of the foundations under a horizontal load.
Horizontally loaded foundations formed from hollow circular piles
Results are presented for field investigations of groups of hollow circular piles with an open lower end, which can be embedded with a reduced spacing. It is demonstrated that use of these piles permits a reduction in concrete consumption, and an increase the specific bearing capacity of the foundations under a horizontal load.
Horizontally loaded foundations formed from hollow circular piles
Denisov, O. L. (author) / Merkur’ev, M. E. (author)
2010
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Horizontally loaded foundations formed from hollow circular piles
| Online Contents | 2010
Horizontally loaded foundations formed from hollow circular piles
| British Library Online Contents | 2010
Calculation of horizontally loaded piles
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Analysis of horizontally loaded piles
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