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Excess pore pressure observation in marine sediment based on Fiber Bragg Grating pressure sensor
Marine Georesources & Geotechnology, 2018AbstractFiber Bragg Grating (FBG) technology has emerged as a relatively new sensing technology for engineering applications because of lots of advantages.
Tao Liu +4 more
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Excess pore pressure during pile driving in soft sensitive clay
2011During driving of displacement piles, soils within a few pile diameters can undergo large shear deformation. Furthermore driving of displacement piles strongly compresses adjoining soils and leads to build up of excess pore water pressure. This temporary build up of excess pore water pressure, coupled with the sensitivity of the clay, causes the soil ...
Tefera T., Tvedt G., Oset F.
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Estimating Consolidation Coefficient and Final Settlement: Triangular Excess Pore-Water Pressure
Journal of Geotechnical and Geoenvironmental Engineering, 2005The exact analytical solutions for the one-dimensional transient consolidation settlement of clay under triangular loadings of pore-water pressure are presented. Using these solutions, two new methods, a “diagnostic curve” method and a “peak derivative” method are developed for a simultaneous estimation of the coefficient of consolidation and final ...
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Evaluation of excess pore pressures around piles driven into clayey soils
2015In many cases, excess pore pressures generated during pile driving into clayey soils lead to a decrease in the effective stresses around the pile, thus facilitating the driving process. The dissipation of these pore pressures can be considered as the main mechanism that explains the occurrence of gains in load capacity of piles with time, known as set ...
Silva Pedro C.R. +2 more
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On two definitions of excess pore water pressure
Géotechnique, 1989R. E. Gibson +2 more
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Pore pressure build-up and explosive spalling in concrete at elevated temperature: A review
Construction and Building Materials, 2021Ye Li, En-Hua Yang, Ao Zhou
exaly
EXCESS PORE PRESSURE BY GROUP PILES
Transactions of the Japan Society of Civil Engineers, 1966openaire +1 more source
Excess Pore Pressures During Undrained Clay Creep: Reply
Canadian Geotechnical Journal, 1974openaire +1 more source

