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Use and behaviour of large diameter piles in London clay
Results of 2 loading tests on underreamed piles are given, one of these incorporating special equipment for separate measurement of shaft and base loads; settlement results are discussed and show agreement with some previously published figures in light of accepted elastic theories; design and construction practice indicated.
Use and behaviour of large diameter piles in London clay
Results of 2 loading tests on underreamed piles are given, one of these incorporating special equipment for separate measurement of shaft and base loads; settlement results are discussed and show agreement with some previously published figures in light of accepted elastic theories; design and construction practice indicated.
Use and behaviour of large diameter piles in London clay
Structural Engr
Frischmann, W.W. (Autor:in) / Fleming, W.G.K. (Autor:in)
Structural Engineer ; 40
1962
9 pages
Aufsatz (Zeitschrift)
Englisch
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