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- W783969844 abstract "Various analytical techniques are available to predict the performance of end bearing piles. However these techniques are mainly concerned with assessing the ultimate bearing capacities of the piles with no consideration of their load settlement behaviour. In the elastic range, the settlement of an end bearing pile is commonly estimated using boussinesq's solutions with the appropriate correction factors applied to account for the shape of the pile and its depth of embedment. Few analytical methods are available to calculate settlements beyond the elastic range, and often a numerical method is necessary. For end bearing piles on the Melbourne mudstone it has been observed that the load settlement response of the piles is highly non linear, even at very small settlements, and hence elastic solutions are not really applicable. In addition, soil mechanics bearing capacity theories do not yield good estimates of observed ultimate bearing capacities of the piles. In this paper a variable moduli strain softening model, developed for the mudstone, is used in a non linear elastic finite element program to predict the performance of end bearing piles. The piles, founded on moderately to highly weathered mudstone, have diameters, d, ranging from 0.1 To 1.0 M and embedment ratios, l/d, from 0 to 20. It will be shown that pile performance can be predicted reasonably well almost up to the ultimate load, and the finite element predictions suggest failure mechanisms similar to those observed in the field (a)." @default.
- W783969844 created "2016-06-24" @default.
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- W783969844 date "1982-11-01" @default.
- W783969844 modified "2023-09-27" @default.
- W783969844 title "Prediction of the performance of end bearing only piles on soft rock" @default.
- W783969844 hasPublicationYear "1982" @default.
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