| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6735739 | Engineering Structures | 2018 | 12 Pages |
Abstract
Furthermore, a sensitivity analysis has been carried out in order to assess the trend of the limit settlement in relation with ring thickness and number of blocks. Results show that the limit settlement for spreading supports is independent from the number of blocks for a given angle of embrace.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Stefano Galassi, Giulia Misseri, Luisa Rovero, Giacomo Tempesta,