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...
| Main Author: | |
|---|---|
| Other Authors: | |
| Published: |
University of Oxford
1987
|
| Subjects: | |
| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380016 |