A model study of the end bearing capacity of piles in layered calcareous soils
The results of a series of over 120 model tests to study the end bearing capacity of piles in layered calcareous soils are described. The tests were carried out on samples enclosed in a cylindrical testing chamber, 450 mm diameter and 450 mm high, which allowed independent control of horizontal and...
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| Fformat: | Traethawd Ymchwil |
| Iaith: | English |
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1987
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