Foundation and overall structure designs of continuous spread footings along with soil spatial variability and geological anomaly

Author:

Imanzadeh S.,Denis A.,Marache A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Kumar R, Choudhury D, Bhargava K. Recent development in modeling, analysis, and design of foundation systems subjected to blast loading considering uncertainties. In: Proceedings of the international symposium on engineering under uncertainty: safety assessment and management (ISEUSAM-2012), vol. 2. India: Springer; 2013. p. 927–38. doi: http://dx.doi.org/10.1007/978-81-322-0757-3-63.

2. Raychowdhury P, Jindal S. Shallow foundation response variability due to parameter uncertainty. In: Proceedings of the international symposium on engineering under uncertainty: safety assessment and management (ISEUSAM – 2012), vol. 2. India: Springer; 2013. p. 1117–1130. doi: http://dx.doi.org/10.1007/978-81-322-0757-3-77.

3. Imanzadeh S. Effects of uncertainties and spatial variation of soil and structure properties on geotechnical design. Cases of continuous spread footings and buried pipes. PhD dissertation, Université de Bordeaux, vol. 1, Talence, France; 2013.

4. Nethercot DA. Design of building structures to improve their resistance to progressive collapse. In: The twelfth East Asia–Pacific conference on structural engineering and construction, vol. 14; 2011. p. 1–13.

5. Geostatistics: modeling spatial uncertainty. Wiley series in probability and statistic;Chilès,1999

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