Open figure viewer
Synopsis
Tests were carried out on three models, to scales of 1:4, 1:15 and 1:38, of a large pile cap spanning eight piles. The smallest model was tested to determine the effect of the cracking of the pile cap and of varying pile stiffnesses upon the distribution of the applied load between the piles. The results of the tests are presented and are compared with the results of the tests at the larger scales. The use of very small models is shown to be of great value in amplifying the results of more expensive large-scale tests.
Keywords:
concrete
This content is only available via PDF.
© 1974 Thomas Telford Ltd
1974
You do not currently have access to this content.
