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Çѱ¹Áö¹Ý°øÇÐȸ / v.17, no.6, 2001³â, pp.207-213
Á¶¹ÐÇÑ °ÇÁ¶Á¶¸³Åä¿Í °Ç¼³Àç·á(ÄÜÅ©¸®Æ®) »çÀÌÀÇ µ¿¸¶Âû°è¼ö
( Dynamic Friction Behavior of Interfaces Between Dense Dry Granular Soils and Construction Material(Concrete) )
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Shaking table tests to investigate the dynamic friction behavior of interfaces between dense dry granular soils and construction material(concrete) were performed and the results are reported. The results show the variation of dynamic interface friction coefficients between dense dry granular soils and construction material was small in the sliding velocity range employed in this study. It was also observed that dynamic interface friction coefficients decreased as mean grain sizes of granular soils increased. These coefficients were compared with the friction coefficients obtained from the peak internal friction angles of the same granular soils by plane strain compression tests.
 
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Dynamic direct shear test;Interface friction coefficients;Shaking table;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.17, no.6, 2001³â, pp.207-213
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111920879657)
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