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Extra resources for Linear and non linear numerical analysis of foundations

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Jaksa, M. , Goldsworthy, J. , Fenton, G. , Kaggwa, W. , Griffiths, D. , Kuo, Y. L. and Poulos, H. G. (2005) Towards reliable and effective site investigations, Géotechnique, 55 (2): 109–21. Jaksa, M. , Kaggwa, W. , Fenton, G. A. and Poulos, H. G. , pp. 1285–91. Kulhawy, F. H. (1992) On evaluation of static soil properties, in Stability and Performance of Slopes and Embankments II (GSP 31), ed. R. B. Seed and R. W. Boulanger, New York: ASCE, pp. 95–115. Kulhawy, F. H. and Phoon, K. K. (2002) Observations on geotechnical reliabilitybased design development in North America, International Workshop on Foundation Design Codes and Soil Investigations in View of International Harmonisation and Performance Based Designs, pp.

8 [24]. 0-D and to soil profiles similar to the one used in the analysis. 0D was modified in order to extend its validity to all commonly adopted pile spacings. 25 + R 5 ) d (2) in which NR = where n nr + nc (3) 48 Numerical analysis of foundations Ra: settlement amplification factor, Sns: normalized settlement of the single pile to the pile diameter D, n: total number of piles in the group, nr, nc: number of rows and columns in the pile group respectively d: normalized axial spacing to pile diameter D, A, B, C, E: constants determined by numerical process To determine the most suitable values for parameters A, B, C and E a curve-fining procedure was applied similar to that given by Comodromos and Pitilakis [26].

Kulhawy, F. H. and Grigoriu, M. D. (1988) Reliability-based foundation design for transmission line structures: geotechnical site characterization strategy, EL-5507, Vol. 1, Cornell University/Electric Power Research Institute, Palo Alto, Calif. Terzaghi, K. and Peck, R. B. (1968) Soil Mechanics in Engineering Practice, New York: John Wiley. Tsai, Y. C. and Frost, J. D. (1999) Using geographic information system and knowledge base system technology for real-time planning of site characterization activities, Canadian Geotechnical Journal, 36 (2): 300–12.

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