Results 41 to 50 of about 32,969 (166)
Yantu gongcheng xuebaoThe development pattern of the excess pore water pressure in saturated sand under anisotropic consolidation conditions is crucial for understanding the liquefaction behavior of sand.
ZHAO Futang, WU Qixin, ZHENG Junjie, ZHENG Yewei
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BuildingsDrilling with prestressed concrete (DPC) pipe pile is a nonsqueezing pile sinking technology, employing drilling, simultaneous pile sinking, a pipe pile protection wall, and pile side grouting.
Bo Li +7 more
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Foundation stability on sandy soil due to excessive pore water pressure: laboratory observations
IOP Conference Series: Earth and Environmental Science, 2019 Abstract Pore water pressure is a factor which contributes to foundation stability. The change in pore water pressure in soil mass may affect the bearing capacity of the foundation. Especially for sandy soil, the increased pore pressure may cause the foundation collapse. This study investigates the stability of soil-foundation system due
A Hakam +4 more
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International Journal for Computational Civil and Structural EngineeringUnder cyclic loading, the cyclical effect of external load during loading time will result in multiple rearrangement of soil particles, and thus causing the particles to arrange more closely together than un static loading.
Ngoc-Thang Nguyen, Guo-Wei Li
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Behavior of Nonplastic Silty Soils under Cyclic Loading
The Scientific World Journal, 2014 The engineering behavior of nonplastic silts is more difficult to characterize than is the behavior of clay or sand. Especially, behavior of silty soils is important in view of the seismicity of several regions of alluvial deposits in the world, such as ...
Nazile Ural, Zeki Gunduz
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Journal of the Civil Engineering ForumA 42-inch pipeline traverses a predominantly flat right-of-way (ROW), running from south to north in East Kalimantan. Adjacent to the ROW, a coal mine concession was located on the western side, while the Mahakam River lies a further 3 km to the east. A
Edwin Lie +2 more
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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.
Peter K. Krugmann, Raymond J. Krizek
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Energy-Based Pore Pressure Generation Models in Silty Sands under Earthquake Loading
GeosciencesDuring an earthquake, excess pore water pressure generation in saturated silty sands causes a reduction in shear strength and even liquefaction of the soil.
Giuseppe Tomasello +1 more
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Journal of Marine Science and EngineeringA sheet pile wall is a widely used retaining structure in coastal and riverbank areas. In liquefiable soils, seismic activity can generate excess pore pressure, which not only increases the load on the sheet pile wall but also reduces the soil strength ...
Shuai Ning, Qiang Ma, Yuan Cao
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Experimental investigation of wave-driven pore-water pressure and wave attenuation in a sandy seabed
Advances in Mechanical Engineering, 2016 Wave–seabed interaction has become a big concern of coastal researchers and engineers in the past decades as it may largely contribute to the seabed instability and failure of marine foundations.
Jisheng Zhang +4 more
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