Foundation Performance of Tower of Pisa
- 1 March 1977
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 103 (3) , 227-249
- https://doi.org/10.1061/ajgeb6.0000393
Abstract
This paper presents an analysis of bearing capacity and settlement for the Tower of Pisa. During the 800-yr life of the Tower, the south side has settled 2.8 m and the north side 0.8 m, giving a differential settlement of 2 m and atilt of 5°, 11', and 20".Keywords
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