Sand tested under cyclic triaxial conditions with constant radial stress

被引：0
|
作者：
Cosgrove, EF [1 ]
Lehane, BM [1 ]
Ng, CWW [1 ]
机构：
[1] Univ Dublin Trinity Coll, Dept Civil Engn, Dublin 2, Ireland
来源：
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Drained cyclic triaxial tests were performed on a range of Leighton Buzzard sand samples to assist interpretation of the settlements that take place in backfill adjacent to integral bridge abutments. Specimens were load cycled for a range of constant axial strain amplitudes varying from +/-0.05% to +/-1% and radial stresses were held constant. The test results reveal characteristics which differ significantly from those observed in the more commonly performed constant cyclic stress ratio tests and constant shear strain amplitude tests.
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页码：63 / 66
页数：4
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