Comparative study of linear and non-linear analysis of Statnamic loading test for different pile lengths

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Abbas H. A.,Yasir S. F.

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Reference20 articles.

1. H. A. Abbass, Evaluating the Numerical Analysis for Statnamic Data by Comparing with the Conventional Methods, in unpublished thesis 2015, UTHM Johor, Malaysia.

2. GEO, G.E.O., Foundation Design and Construction. CEDD 2006: p. 376.

3. F. Rausch, F. Moses, and G. G. Goble, Soil resistance predictions from pile dynamics. Journal of the soil mechanics and foundations division, 98(9), 917–937 (1972).

4. P. Middendorp et al., The advantages and disadvantages of dynamic load testing and statnamic load testing. 1995.

5. Janes—Geotechnica, M., E. Berminghammer, and H. Ltd. An innovative approach to load testing of high capacity piles. in Piling and Deep Foundations: Proceedings of the International Conference on Piling and Deep Foundations, London, 15-18 May 1989. 1989. CRC Press.

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1. Study on new test technology of pile foundation bearing capacity;IOP Conference Series: Materials Science and Engineering;2021-05-01

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