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...

Deskribapen osoa

Xehetasun bibliografikoak
Egile Nagusiak: Evans, K, K. M. Evans
Beste egile batzuk: Houlsby, G
Formatua: Thesis
Hizkuntza:English
Argitaratua: 1987
Gaiak: