Results 21 to 30 of about 7,783,058 (290)
Liquefaction of Highly Saturated Sand Layer under Oscillating Water Pressure [PDF]
, 1982 In this paper the vertical distribution of pore water pressure in the highly saturated sand layer under the oscillating water pressure are treated theoretically and experimentally. By the experiments it is shown that the water pressure acting on the sand
Nago, Hiroshi
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Pore Water Pressure in Sand Bed under Oscillating Water Pressure [PDF]
, 1984 In this paper the theoretical method to analyse the pore water pressures in the sand bed under the oscillating water pressure is developed. In the former researchs the validity of the theoretical treatment for the one-dimensional problem has been ...
Maeno, Shiro, Nago, Hiroshi
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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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Pore pressures and strains after repeated loading of saturated clay [PDF]
, 1974 Repeated and sustained loading tests on undrained samples of normally consolidated lacustrine clay are used to prove the existence of a relationship between pore water pressures and axial strains.The behavior of the clay is studied by investigating the ...
Greenwood, JR +3 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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Some experience in measuring pore water suction in Dublin glacial till [PDF]
, 2004 Several recent articles and discussions in GIN, by Penman (2002), Thomann et al. (2003), Ridley (2003) and Sellers et al. (2003) highlight the importance of pore water pressure and suctions and in particular the difficulties associated with measuring ...
Long, Michael (Michael M.) +2 more
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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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Dynamic Behavior of Sand Bed under Oscillating Water Pressure [PDF]
, 1986 Under the attack of storm waves, there are many destructions of coastal structures in the forms of sinking and sliding. These types of destructions will be in close relation to the dynamic behavior of sand bed around the structures.
Maeno, Shiro, Nago, Hiroshi
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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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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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