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In this paper, slope reinforced with one row of piles is considered.
Recent studies have demonstrated that the use of a discretely-spaced row of piles can be effective in reducing the deformations of slopes in earthquakes.
In this paper, the seismic stability of a slope reinforced with a row of piles is analyzed within the framework of the pseudo-static approach.
The optimal pile position for slope reinforced with one row of piles is found to be located between the middle of the slope and the middle of the critical slip surface.
"I do fix or drive a row of piles, with suitable framing to connect them together, and behind these I do fix, or drive, and connect, other piles or rows of piles and suitable framing, or otherwise, upon the banks of the said river or place".
Lee et al. [7] presented a simplified approach for the study of a row of piles used for slope stabilization in both homogeneous and non-homogeneous soil profiles.
Similar(53)
Spool Axminster designs are made from a chain of spools, with one spool to each row of pile.
Gripper Axminster and Wilton Jacquard looms utilize a perforated card system to select the required combination of different coloured threads per row of pile.
With the first loom, each row of pile is drawn from an individual spool, and two blades cut away the tufts when woven.
The weaver ties his rows of knots forming the pattern, and when an entire row of pile is knotted, the two, three, or four weft, or crosswise, threads are forced down by a comb or knife, causing the pile to stand out.
The pile group configuration of a single row of pile (2 × 1), square (2 × 2) pile group and rectangular (3 × 2) pile group.
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