By Bull J.W. (ed.)
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Extra resources for Linear and non linear numerical analysis of foundations
It should be noted that most of the results presented in this section illustrate average costs, where the costs associated with the foundation 26 Numerical analysis of foundations Construction Cost – $million (not incld. 678 0 5 10 15 20 25 No. of Sample Locations (b) 10000 Rehabilitation Cost – $ × 1,000 9000 8000 20(8) 50(1) 50(4) 50(8) 50(32) 100(8) 7000 6000 5000 4000 3000 2000 1000 0 0 5 10 15 20 25 No. 10 Average costs for foundation (a) construction and (b) rehabilitation based on a site investigation consisting of CPT samples arranged in an RG pattern and reduced using the SA construction and rehabilitation, and total costs, are averaged over a suite of 1000 Monte Carlo realizations.
It can be seen that a full shaft mobilization occurs at the settlement level of less than 1 percent for the tested pile, while in the case of the single pile in the same conditions the level of full shaft mobilization attains the value of 2 percent, rendering the single pile 50 percent less stiff than the tested pile. Further loading stimulates gradual soil yielding, and the effect of interaction gradually decreases until the resistance–settlement relationship of both cases is equalized. 5 illustrates the settlement of the tested pile and the reaction piles corresponding to an applied load of 12 MN.
And Kulhawy, F. H. (1999a) Characterization of geotechnical variability, Canadian Geotechnical Journal, 36 (4): 612–24. Phoon, K. K. and Kulhawy, F. H. (1999b) Evaluation of geotechnical property variability, Canadian Geotechnical Journal, 36 (4) 625–39. Phoon, K. , Kulhawy, F. H. and Grigoriu, M. D. (1995) Reliability based design of foundations for transmission line structures, PhD thesis, Cornell University. Rawlinsons (2004) Australian Construction Handbook 2004, Perth: Rawlhouse Publishing.
Linear and non linear numerical analysis of foundations by Bull J.W. (ed.)