Evaluation of the settlement influence factors of shallow foundation by numerical analyses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-013-1487-2.pdf
Reference22 articles.
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2. Berardi, R. and Lancellotta, R. (1991). “Stiffness of granular soil from field performance.” Geotechnique, Vol. 41, No. 1, pp. 149–157.
3. Bowles, J. E. (1987). “Elastic foundation settlement on sand deposits.” Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 8, pp. 846–860.
4. Briaud, J. L. (2007). “Spread footings in sand: Load-settlement curve approach.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 133, No. 8, pp. 905–920.
5. Brown, P. T. (1969). “Numerical analysis of uniformly loaded circular rafts on deep elastic foundations.” Geotechnique, Vol. 19, No. 3, pp. 399–404.
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