By Yoshiaki Kikuchi, Jun Otani, Makoto Kimura, Yoshiyuki Morikawa
Civil Engineering has lately noticeable huge, immense development within the center box of the development of deep foundations. This ebook is the results of the overseas Workshop on fresh Advances in Deep Foundations (IWDPF07), which used to be held in Yokosuka, Japan from the first to the 2d of February, 2007. subject matters below dialogue during this publication comprise fresh learn achievements and case histories; and present advances within the utilized points of deep foundations, resembling reliability-based layout, box checks and experimental box paintings. The e-book additionally beneficial properties the newest 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 overseas specialists. The recommendations lined comprise sheet piles, piles, pile-ground development and flooring development, whereas dynamic elements and layout also are discussed.. This publication is meant for a global viewers of researchers and execs in soil and starting place engineering.
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Additional resources 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
Mortara, G. 2002. An elastoplastic model for sand-structure interface behaviour. Géotechnique, 52 (1): 41–50. Goncharov, B. , Karev, V. M. & Troyanovskii, Y. V. 1964. Results of comparative tests of mobile machines for driving piles. Osnovaniya Fundamenty i Mekhanika Gruntov, 1 (1): 19–21. Head, J. M. & Jardine, F. M. 1992. Groundborne vibrations arising from piling. Construction Industry Research and Information Association (CIRIA), UK. Technical note 142. Hiller, D. M. & Hope, V. S. 1998. Groundborne vibration generated by mechanized construction activities.
Control of vibration and noise during piling. London, UK, British Steel. Brochure publication. Van Mierlo, W. C. & Koppejan, A. W. 1952. Lengte en draagvermogen van heipalen, Bouw. Vesic, A. S. 1970. Test on instrumented piles, Ogeechee river site. ASCE Journal of the Soil Mechanics and Foundations Division, 96 (2): 561–584. Wardle, I. , Price, G. & Freeman, T. J. 1992. Effect of time and maintained load on the ultimate capacity of piles in stiff clay. Proceedings, Piling Europe Conference: 83–90.
For overburden stress in excess of 80 kPa, the results suggest that over the long term, a linear relationship exists between the reduction in soil pressure and logarithm of time. The magnitude of stress reduction for each test can be examined from the gradient of the linear relationship. Figure 17 illustrates that the magnitude of stress reduction increases with overburden stress. It can thus be concluded that stress reduction would be most critical for the sand located very close to the pile tip area and the magnitude of stress reduction decreases rapidly with distance away from the pile base.
Advances in Deep Foundations: International Workshop on Recent Advances of Deep Foundations (IWDPF07) 1-2 February 2007, Port and Airport Research Institute, Yokosuka, Japan by Yoshiaki Kikuchi, Jun Otani, Makoto Kimura, Yoshiyuki Morikawa