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contributor authorNak-Kyung Kim
date accessioned2017-05-08T21:27:37Z
date available2017-05-08T21:27:37Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A12%281138%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52287
description abstractAnchor pull-out tests were performed on seven instrumented full-scale low-pressure grouted anchors installed in weathered soil at the Geotechnical Experimentation Site at Sungkyunkwan University. Anchors were 165 mm in diameter and embedded 9 to 12 m in weathered soil. Four were compression type and three were tension anchors. Performance tests, creep tests, and long term relaxation tests were performed and the results are presented. The characteristics of grout-soil and grout-strand interface were investigated and presented. From the measurements, a load transfer mechanism for tension and compression ground anchors was investigated and evaluated by a simple beam-spring numerical model.
publisherAmerican Society of Civil Engineers
titlePerformance of Tension and Compression Anchors in Weathered Soil
typeJournal Paper
journal volume129
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:12(1138)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
contenttypeFulltext


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