By Yoshiaki Kikuchi, Jun Otani, Makoto Kimura, Yoshiyuki Morikawa

Civil Engineering has lately visible huge, immense growth within the center box of the development of deep foundations. This e-book is the results of the overseas Workshop on contemporary Advances in Deep Foundations (IWDPF07), which used to be held in Yokosuka, Japan from the first to the second of February, 2007. issues lower than dialogue during this ebook contain fresh examine achievements and case histories; and present advances within the utilized features of deep foundations, akin to reliability-based layout, box checks and experimental box paintings. The ebook additionally positive factors the most recent numerical simulation equipment and theoretical findings. There are 9 keynote lectures, concentrating on origin engineering in numerous elements of the area, and thirty-three cutting-edge papers from eminent foreign specialists. The strategies lined contain sheet piles, piles, pile-ground development and flooring development, whereas dynamic features and layout also are discussed.. This e-book 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

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Interface behaviour of sands from constant normal stiffness direct shear tests. ASTM Geotechnical Testing Journal, 26 (3): 1–13. Poulos, H. G. 1988. Marine geotechnics, London, UK, Unwin Hyman Ltd. Powell, J. J. , Butcher, A. P. & Pellew, A. 2003. Capacity of driven piles with time – implications for re-use. Proceedings 13th European Conference on Soil Mechanics and Geotechnical Engineering. Prague, Czech Republic. 2: 335–340. Randolph, M. F. 2003. Science and Empiricism in pile design. Géotechnique, 53 (10): 847–875.

University of London (Imperial College), London, UK. , Ghionna, V. N. & Pedroni, S. 2003. Interface behaviour of sands from constant normal stiffness direct shear tests. ASTM Geotechnical Testing Journal, 26 (3): 1–13. Poulos, H. G. 1988. Marine geotechnics, London, UK, Unwin Hyman Ltd. Powell, J. J. , Butcher, A. P. & Pellew, A. 2003. Capacity of driven piles with time – implications for re-use. Proceedings 13th European Conference on Soil Mechanics and Geotechnical Engineering. Prague, Czech Republic.

Before sustained loading, all the sand particles were retained on the 212 µm sieve. After 290 seconds of sustained loading, about 5% of the particles (by weight) pass through the 212 µm sieve. About 25% of the particles are smaller than 212 µm after 5 days of sustained loading. Figure 11 shows the variation of creep coefficient with pressure from the results of another 4 onedimensional compression tests. The sand has been preloaded in 2 tests in which preloading was applied to simulate the initial soil stress levels during pile installation, whilst the reloading pressures represent the stress levels at the pile base under various sustained loads in the centrifuge tests.

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