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Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [PDF]
Sensors, 2020 Prestressed high-strength concrete (PHC) pipe pile with the static press-in method has been widely used in recent years. The generation and dissipation of excess pore water pressure at the pile–soil interface during pile jacking have an important ...
Yonghong Wang +4 more
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International Journal of Geo-Engineering, 2023 Understanding the mechanism of excess pore water pressure generation in subgrades is essential for not only designing but also further maintenance purposes.
Tan Manh Do +3 more
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Evolution of excess pore water pressure in undrained claystructure interface shear tests [PDF]
E3S Web of ConferencesRecent studies focused on the shear behaviour of clay-structure interfaces have shown the importance of the shearing rate on the strength of these interfaces.
Martinez Alejandro, Stutz Hans Henning
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Frontiers in Earth Science, 2023 The excess pore water pressure is main factor affecting the dynamic response of saturated soft clay under traffic loads. Recognize that, cyclic triaxial tests with and without cyclic confining pressure were carried out to study the development of excess ...
Juehao Huang +6 more
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Advances in Civil Engineering, 2019 The unloading creep behavior of soft soil under lateral unloading stress path and excess pore water pressure is the core problem of time-dependent analysis of surrounding rock deformation under excavation of soft soil.
Wei Huang +6 more
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Yantu gongcheng xuebao, 2019 Stress change of pile-soil interface for jacked-in piles during pile-sinking in clay is a topic of concern in the geotechnical engineering. A full-scale jacked-in pile is penetrated into the clay in Dongying city of China and studied by monitoring the ...
WANG Yong-hong 1,2, ZHANG Ming-yi 1,2, LIU Jun-wei 1,2, BAI Xiao-yu 1,2, YANG Su-chun 1, SANG Song-kui 1, YAN Nan 3
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Determining the end of primary consolidation parameters based on settlement and excess pore water pressure [PDF]
Archives of Civil EngineeringThe multiple-stage loading with reloading at EOP tests were carried out on two high-plasticity remoulded clays. One percentage of the initial value of an excess pore water pressure has been adopted as a reference for the end of the primary consolidation ...
Bartłomiej Szczepan Olek
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Study on the Changing Rule of Excess Pore Water Pressure during Dynamic Compaction
Applied Mechanics and Materials, 2011 The changing rule of excess pore water pressure during dynamic compaction is important for construction. The following conclusions could be drawn by observing and analyzing the excess pore water pressure in test area.
Xiang Hong Pan +3 more
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Excess pore water pressure caused by the installation of jet grouting columns in clay
Computers and Geotechnics, 2020 The injection of large volumes of pressurized water and grout into the subsoil during jet grouting generates a sudden increase in excess pore water pressure.
ZhiFeng Wang (20069961) +3 more
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Dynamic pore water pressure in saturated soil due to turbine engine’s vibration [PDF]
E3S Web of Conferences, 2023 The turbine engine that is operating will generate vibrations that are transmitted by the foundation into the soil layer. This causes the pore water pressure in the soil to increase, which causes the shear strength of the soil to decrease and can reduce ...
Prihatiningsih Aniek +2 more
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