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...
Autores principales: | Evans, K, K. M. Evans |
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Otros Autores: | Houlsby, G |
Formato: | Tesis |
Lenguaje: | English |
Publicado: |
1987
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Materias: |
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