Numerical Modeling of Granular Anchor Pile System in Loose Sandy Soil Subjected to Uplift Loading
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چکیده
منابع مشابه
2d Model Study on Slip Surface around Belled Anchor Pile under Uplift in Cohesionless Soil
The belled anchor pile has proficient application in the field of geotechnical engineering as because its enlarged base can bear more compressive loads and large volume of breakout soil within slip surface move upward under tension. The bell anchor pile can be used in case of on-land and off-shore structures where there is a threat to overturning of structures due to external tension loads. The...
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Anchor plates may be made of steel plates, precast concrete slabs, poured concrete slabs, timber sheets and so forth. In this study, uplift resistance of strip anchor plates embedded in cohesion less soils was assessed by conducting previous works. The previous experimental works mentioned that behavior of horizontal strip anchor plates embedded in cohesion less soil has been assessed by small-...
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Abstract Steel sheet pile walls are being widely used in civil engineering projects for support systems. Soil is not uniform in depth, sometimes may be exit loose or soft soil layer in various depth. This issue can cause different effects on ground surface displacements, forces and moments acting on sheet piles and struts during excavation procedure, compared with status that soil is uniform...
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ژورنال
عنوان ژورنال: International Journal of Geosynthetics and Ground Engineering
سال: 2016
ISSN: 2199-9260,2199-9279
DOI: 10.1007/s40891-016-0056-4