Piles in Weak Rock
The increasing use of high capacity steel piles and the development of powerful machines which can drill pile sockets to a deep penetration below rockhead have resulted in increased attention to the correlation of rock characteristics with observed pile performance. Before 1965 little information was available on the ultimate skin friction of bored and driven piles in rock and on the ultimate base resistance and deformation moduli to predict pile settlements. Papers in an earlier ICE publication, Large Bored Piles, produced some values which could be used in pile design and Piles In Weak Rock now presents papers by well known authors who have collected further data on the subject. The second section of the volume reports a very useful discussion on these papers with additional data from case reports
Godina:
1977
Izdavač:
Thomas Telford Ltd. for the Institution of Civil Engineers
Jezik:
english
Strane:
233
ISBN 10:
5103805103
ISBN 13:
9785103805103
Fajl:
PDF, 4.31 MB
IPFS:
,
english, 1977
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