ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Conclusions 1. From the data for the full-scale static tests of piles 6–22 m long, it was found that as the ratio ℓ/d increases, the load transmitted through a pile underreaming having the same size decreases proportionally. 2. The limit strength at the foot of piles over 10 m long cannot be determined by means of analytical strengths depending only on the depth h and the liquidity index IL but which do not depend on the ratio ℓ/d.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF01716688
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