An investigation of the dynamic and static stresses in universal bearing H‐piles
作者:
M. U. FARID,
期刊:
Strain
(WILEY Available online 1979)
卷期:
Volume 15,
issue 1
页码: 15-22
ISSN:0039-2103
年代: 1979
DOI:10.1111/j.1475-1305.1979.tb00271.x
出版商: Blackwell Publishing Ltd
数据来源: WILEY
摘要:
As part of continuing research on steel bearing piles, an investigation was carried out by British Steel Corporation in an attempt to gather data which will illuminate the areas of contention for limiting stress levels to be raised, thereby allowing economies to be made and customers' confidence to be increased in selecting steel bearing piles for a particular application.To assess the characteristics of dynamic and static loading, a strain gauge measurement technique was used. Blow by blow stress analyses were carried out. In total 700 blows were examined. The full record of 700 blows and static observations can be obtained from The We/ding Research Department, of BSC's Teeside Laboratories, Middlesbrough.The results reveal that during the course of driving the pile through hard strata, the impact stresses were 0.6 to 0.7 times the minimum yield stress, at the last blow. These impulsive stresses had no discernable effect on the structure of the piles. Results obtained suggest that considerable increase in design stresses might safely be adopted for steel bearing piles. One of the aims of this long term research is to produce a dynamic testing system which gives more accurate results than can be obtained from traditional methods.
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