Enhancement of load-bearing capacity of ground anchors with flexible tendon
The effect described by the Euler formula for a flexible line being under tension and wrapping around a rigid support is experimentally proved to implement in the case of a nonrigid support being a ground base. Model and field experiments show essential rise in the load-bearing capacity of ground an...
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Veröffentlicht in: | Journal of mining science 2015-03, Vol.51 (2), p.314-322 |
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creator | Kramadzhyan, A. A. Rusin, E. P. Stazhevsky, S. B. Khan, G. N. |
description | The effect described by the Euler formula for a flexible line being under tension and wrapping around a rigid support is experimentally proved to implement in the case of a nonrigid support being a ground base. Model and field experiments show essential rise in the load-bearing capacity of ground anchors with flexible tendon—E-anchors, owing to this effect. Equipment for installation of the anchors is designed and trialed. Using DEM, a 2D problem on the efficiency of the new anchors as a function of direction of pull out force applied to the tendon is solved. The E-anchors are supposed to be promising for the application in construction and operation of engineering structures. |
doi_str_mv | 10.1134/S1062739115020143 |
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A. ; Rusin, E. P. ; Stazhevsky, S. B. ; Khan, G. N.</creator><creatorcontrib>Kramadzhyan, A. A. ; Rusin, E. P. ; Stazhevsky, S. B. ; Khan, G. N.</creatorcontrib><description>The effect described by the Euler formula for a flexible line being under tension and wrapping around a rigid support is experimentally proved to implement in the case of a nonrigid support being a ground base. Model and field experiments show essential rise in the load-bearing capacity of ground anchors with flexible tendon—E-anchors, owing to this effect. Equipment for installation of the anchors is designed and trialed. Using DEM, a 2D problem on the efficiency of the new anchors as a function of direction of pull out force applied to the tendon is solved. 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The E-anchors are supposed to be promising for the application in construction and operation of engineering structures.</description><subject>Anchors</subject><subject>Bearing capacity</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Efficiency</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Ground anchors</subject><subject>Grounds</subject><subject>Mathematical models</subject><subject>Mineral Resources</subject><subject>Science of Mining Machines</subject><subject>Tendons</subject><subject>Wrapping</subject><issn>1062-7391</issn><issn>1573-8736</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNp9kU1LAzEQhhdRsH78AG971MPWzCb7dSylfqAgWD2HbHbSpmyTmmTR_nuz1IsIMpAZ8j7vMMwkyRWQKQBlt0sgZV7RBqAgOQFGj5IJFBXN6oqWx7GOcjbqp8mZ9xtCSFOXzSR5Wpi1MBK3aEJqVdpb0WUtCqfNKpViJ6QO-1FYOTuYLo3s2jqffuqwTlWPX7rtMQ1oOmsukhMleo-XP_k8eb9bvM0fsueX-8f57DmTtGEhQxRSFTU0qm2bWrQMyg4qpVQV34KVUErFBNYdpUDyRuY1jdMSWiNWomgqep5cH_runP0Y0Ae-1V5i3wuDdvAc6qKgRew2otMDuhI9cm2UDU7IGB1utbQGlY7_M8ZYnAfYaLj5ZYhMwK-wEoP3_HH5-puFAyud9d6h4junt8LtORA-XoX_uUr05AeP340rRsc3dnAmrusf0zcUe4zk</recordid><startdate>20150301</startdate><enddate>20150301</enddate><creator>Kramadzhyan, A. 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subjects | Anchors Bearing capacity Earth and Environmental Science Earth Sciences Efficiency Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Ground anchors Grounds Mathematical models Mineral Resources Science of Mining Machines Tendons Wrapping |
title | Enhancement of load-bearing capacity of ground anchors with flexible tendon |
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