Micropile technique to control upward movement of lightweight structures over expansive soils |
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Authors: | Osama K Nusier Ahmed Shlash Alawneh |
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Institution: | (1) Civil Engineering Department, Jordan University of Science and Technology, P.O. Box 3030, Irbid, 22110, Jordan |
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Abstract: | A simplified analytical formulation is presented for the mechanism by which micropiles surrounded by compacted sand control
the upward movement of lightweight buildings over expansive soils. This formulation identifies the significant variables influencing
the performance of micropile reinforcement. A design methodology for micropile reinforcement utilizing the resulting formulation
is proposed and illustrated by a hypothetical example.
This revised version was published online in July 2006 with corrections to the Cover Date. |
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Keywords: | expansive clay micropiles swell percent swell pressure |
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