Failure analysis based optimum hole spacing of underexcavation for leaning building rectification
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference25 articles.
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2. Puzrin AM, Alonso EE, Pinyol NM Geomechanics of Failures. Springer, Dordrecht, Netherlands, (2010) 67-84.
3. Lutenegger, A. Historical use of underexcavation for stabilizing leaning structures. International Journal of Geotechnical Engineering, 2011, 5(3), 329-341. https://doi: 10.3328/IJGE.2011.05.03.329-342.
4. Ovendo-Shelley, E., & Santoyo, E. Underexcavation for leveling buildings in Mexico City: case of the Metropolitan Cathedral and the Sagrairo Church. Journal of Architectural Engineering, 2001, 7(3): 61-70. https://doi: 10.1061/(ASCE)1076-0431(2001)7: 3(61).
5. Terracina, F. Foundations of the Tower of Pisa. Géotechnique, 1962, 12(4), 336-339. https://doi: 10.1680/geot.1962.12.4.336.
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