Results 21 to 30 of about 36,521 (298)
Yantu gongcheng xuebao, 2019 A series of undrained cyclic torsional shear tests and monotonic torsional shear tests are carried out on Fujian standard sand and Hutuo River fine sand under different initial static pore water pressures by using the hollow cylinder torsional shear ...
XU Cheng-shun 1, LI Yan-mei 1,2, PAN Xia 1, GENG Lin 1
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Optimal Pile Arrangement for Minimizing Excess Pore Water Pressure Build-Up
, 2013 Numerical analysis of pile group in a liquefiable soil was considered to investigate the influence of pile spacing on excess pore pressure distribution and liquefaction potential.
Ibsen, Lars Bo +3 more
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Blast Liquefaction Test of Saturated Sand Foundations Disposed by a Drainage Rigid Pile
Shock and Vibration, 2022 Drainage rigid piles represent a commonly used antiliquefaction treatment for saturated sand foundations. Small-scale model tests on the liquefaction-resistant characteristics of drainage rigid piles subjected to blasting were conducted in this study ...
Songtao Ni +5 more
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, 2023 Sediments with poor drainage conditions are prone to build-up of excess pore water pressure when exposed to dynamic wave loading. This results in accumulated seepage flow that may have a significant impact on migration of solutes in marine sediments.
Liu, X +11 more
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Prediction of Excess Pore Water Pressure of Reservoir Embankment on Soft Ground [PDF]
Journal of The Korean Society of Agricultural Engineers, 2008 A theoretical equation was proposed to consider the effect of ponding for the excess pore water pressure in agricultural reservoir on soft clay ground. The value of excess pore water pressure predicted using the proposed equation was compared to those predicted with the Terzaghi`s method and the finite difference method(FDM), respectively, for the ...
Hag-Gyou Min, Dal-Won Lee
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Journal of Rock Mechanics and Geotechnical Engineering, 2022 This study focuses on the consolidation behavior and mathematical interpretation of partially-saturated ground improved by impervious column inclusion.
Lei Wang +3 more
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Field monitoring of pore water pressure in fully and partly saturated debris flows at Ohya landslide scar, Japan [PDF]
Earth Surface DynamicsThe characteristics of debris flows (e.g., mobility, sediment concentration, erosion, and deposition of sediment) are dependent on the pore water pressure in the flows.
S. Oya, F. Imaizumi, S. Takayama
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Initial Distribution of Average Excess Pore Water Pressure Due to a Trapezoidal Load
Soils and Foundations, 1974 A numerical integration procedure is used to evaluate the equations which give the initial distribution of excess pore water pressure in a subsoil due to a trapezoidal surface load, such as a highway embankment, and a series of curves are provided for a broad range of geometrical variations.
KRUGMANN, PETER K., KRIZEK, RAYMOND J.
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Yantu gongcheng xuebao, 2020 The theoretical solutions for the soil deformation and excess pore water pressure caused by excavation of twin-bored tunnels in saturated soft soil are given.
DING Zhi 1, 2, HONG Zhe-hao 1, FENG Cong-lie 1, WEI Xin-jiang 1, XU Tao 2, WANG Tao 3
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Journal of Marine Science and Engineering, 2019 A suction anchor is an appealing anchoring solution for floating production. However, the possible effects of residual pore pressure can be rarely found any report so far in term of the research and design.
Hui Li +4 more
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