By Yoshiaki Kikuchi, Jun Otani, Makoto Kimura, Yoshiyuki Morikawa
Civil Engineering has lately visible huge, immense development within the middle box of the development of deep foundations. This ebook is the results of the overseas Workshop on contemporary Advances in Deep Foundations (IWDPF07), which was once held in Yokosuka, Japan from the first to the second of February, 2007. themes lower than dialogue during this e-book contain fresh learn achievements and case histories; and present advances within the utilized features of deep foundations, reminiscent of reliability-based layout, box checks and experimental box paintings. The ebook additionally beneficial properties the newest numerical simulation equipment and theoretical findings. There are 9 keynote lectures, concentrating on starting place engineering in several elements of the area, and thirty-three state of the art papers from eminent foreign specialists. The recommendations lined contain sheet piles, piles, pile-ground development and floor development, whereas dynamic points and layout also are discussed.. This ebook is meant for a world viewers of researchers and execs in soil and beginning engineering.
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Additional info for Advances in Deep Foundations: International Workshop on Recent Advances of Deep Foundations (IWDPF07) 1-2 February 2007, Port and Airport Research Institute, Yokosuka, Japan
Leung et al. (1996) presented details of the test program and results. e. pile creep) under a sustained load. A re-plot of the same set of test data on a settlement-log time relationship (Fig. 8b) reveals that the pile settlement increases approximately linearly with logarithmic of time. The model pile was instrumented with strain gauges to evaluate the load transfer characteristics along the pile. During the tests, the strain gauges mounted close to the pile base and the pressure transducers placed around the pile base area reveal very high pile and soil stresses around the pile base area.
Bovolenta, R. 2005. Pile-settlement evaluation using field stiffness non-linearity. Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 158 (GE1): 1353–2618. Biddle, A. R. 2005. H-pile design guide, Ascot, UK, The Steel Construction Institute. SCI publication P335. Bowman, E. T. & Soga, K. 2005. Mechanisms of set up of displacement piles in sand: laboratory creep tests. Canadian Geotechnical Journal, 42 (5): 1391–1407. BRE 1985. Final report on research on the behaviour of piles as anchorages for buoyant structures.
Proceedings, Institution of Civil Engineers, Geotechnical Engineering, 143: 93–101. Lehane, B. M. & Gavin, K. G. 2001. Base resistance of jacked pipe piles in sand. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 127 (6): 473–480. Lehane, B. , Pennington, D. & Clark, S. 2003. Jacked end-bearing piles in the soft alluvial sediments of Perth. Australian Geomechanics, 38 (3): 123–133. Lehane, B. M. & Randolph, M. F. (2002) Evaluation of a minimum base resistance for driven pipe piles in siliceous sand.