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A series of centrifuge model tests was conducted to measure the ultimate horizontal bearing capacity of suction piles. Three different pile lengths were tested in sand. Model piles.
horizontal pullout capacity of the embedded suction anchor in sand increases, reaches its peak and then starts to decrease as the point of the load application moves downward. .
Kumar, Jyant and Rao, Mohan VBK (2004) Seismic horizontal pullout capacity of shallow vertical anchors in sand. In: Geotechnical and Geological Engineering, 22 (3). 331–349.
ABSTRACT In this paper, the limit equilibrium method is used to compute seismic passive earth pressure coefficients and the vertical uplift capacity of horizontal strip anchors in p.
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Publication » Vertical uplift capacity of a group of shallow horizontal anchors in sand. Vertical uplift capacity of a group of shallow horizontal anchors in sand Géotechnique(Impa.
horizontal capacity of the foundation. The horizontal swipe tests performed with various sand densities were also carried out and discussed. the capacity of shallow and sheet pile.
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Numerical Simulation on Sand Carrying Capacity in Horizontal Wellbore in Unconsolidated Sandstone Heavy Oil Reservoir in Bohai : .
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sand carrying capacity of heavy oil change.Based on above-mentioned theories,this paper sets up a sand carrying model of heavy oil considering variable mass flow in horizontal .
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1: Horizontal capacity of skirted circular shallow footings on sand 2:. Improving the bearing capacity of footing on soft clay with sand pile with/without skirts.
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ABSTRACT The horizontal pullout capacity of a group of two vertical strip anchor plates placed along the same vertical plane in sand, has been determined by using the lower bou.
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The horizontal pullout capacity of a group of two vertical strip anchor plates placed along the same vertical plane in sand, has been determined by using the lower bound finite elem.
Abstract: The horizontal pullout capacity of a group of two vertical strip anchor plates placed along the same vertical plane in sand, has been determined by using the lower bound .
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Abstract: The vertical uplift resistance of two interfering rigid rough strip anchors embedded horizontally in sand at shallow depths has been examined. The analysis is performed b.
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Bearing capacity of skirted suction caisson in sand under horizontal monotonic/cyclic loading LI Da-yong,CAO Li-xue,GAO Meng,LIU Wei-wei(Shandong University of Science an.
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