Performance of tension and compression anchors in weathered soil

被引：106
作者：
Kim, NK [1 ]
机构：
[1] Sungkyunkwan Univ, Dept Civil & Environm Engn, Suwon 440746, South Korea
来源：
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING | 2003年 / 129卷 / 12期
关键词：
Anchors; Creep; Load transfer; Numerical models; Pull-out resistance;
D O I：
10.1061/(ASCE)1090-0241(2003)129:12(1138)
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Anchor 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.
引用
收藏
页码：1138 / 1150
页数：13
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