Development of Excess Pore Water Pressure around Piles Excited by Pure Vertical Vibration
Sign Up to like & getrecommendations! Published in 2017 at "International Journal of Civil Engineering"
DOI: 10.1007/s40999-016-0073-7
Abstract: In this study, an assessment to excess pore water pressure generated around a single pile and pile group excited by two opposite rotary machines embedded in saturated sandy soil was considered experimentally. A small-scale physical… read more here.
Keywords: vertical vibration; excess pore; water pressure; pore water ... See more keywords
Method for estimating initial excess pore pressure during pile jacking into saturated fine-grained soil
Sign Up to like & getrecommendations! Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2019.103203
Abstract: Abstract This study presents a novel method for estimating the initial excess pore water pressure (EPWP) over depth during pile jacking into saturated fine-grained soil. Three-dimensional (3D) numerical models considering the pore water effect are… read more here.
Keywords: method estimating; soil; estimating initial; excess pore ... See more keywords
Analytical solution for one-dimensional electro-osmotic consolidation of double–layered system
Sign Up to like & getrecommendations! Published in 2020 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2020.103496
Abstract: Abstract Electro-osmotic consolidation can be used as a valid and innovative technique for ground improvement. Considering the limitation of previous studies that layered soil heterogeneity was not taken into account, this paper presented an analytical… read more here.
Keywords: consolidation; pore pressure; osmotic consolidation; excess pore ... See more keywords
Effect of excess pore pressure on the long runout of debris flows over low gradient channels: A case study of the Dongyuege debris flow in Nu River, China
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DOI: 10.1016/j.geomorph.2018.01.012
Abstract: Abstract Debris flows with long reaches are one of the major natural hazards to human life and property on alluvial fans, as shown by the debris flow that occurred in the Dongyuege (DYG) Gully in… read more here.
Keywords: pore pressure; excess pore; debris flows; debris flow ... See more keywords
Seismic response of underground structures under undrained loading with excess pore pressures accumulation
Sign Up to like & getrecommendations! Published in 2020 at "Tunnelling and Underground Space Technology"
DOI: 10.1016/j.tust.2019.103255
Abstract: Abstract The seismic response of tunnels under undrained loading with excess pore pressures accumulation is poorly understood. Two-dimensional dynamic numerical analyses are conducted to assess the seismic response of deep circular tunnels located far from… read more here.
Keywords: undrained loading; pressures accumulation; seismic response; excess pore ... See more keywords