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Çѱ¹Áö¹Ý°øÇÐȸ / v.3, no.3, 1987³â, pp.7-20
Áøµ¿À¸·Î ÀÎÇÑ ¸ð·¡ °ø½Ãü³»ÀÇ ¹Ðµµº¯È­¿¡ °üÇÑ ¿¬±¸
( Density Variation within Specimen as Affected by Vibration )
À庴¿í; Á¤È¸¿ø, ¼­¿ï´ëÇб³ ³ó´ë;
 
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±³¹ø »ïÃà ¾ÐÃà½ÃÇè, ±³¹ø Àü´ÜÀÀ·Â ½ÃÇè, ¾×»óÈ­ ½ÃÇè ¹× Áøµ¿ Å×ÀÌºí ½ÃÇè µîÀ» Çϱâ À§ÇÏ¿© Á¦À۵Ǵ °ø½Ãü·Î¼­ Àß ´ÙÁ®Áø ¸ð·¡¸¦ »ç¿ëÇÏ°Ô µÇ¸ç Áøµ¿¿¡ ÀÇÇØ ´ÙÁ®Áø ¸ð·¡ÀÇ °ø½Ãü°¡ ±ÕÀÏÇÑ ¹Ðµµ¸¦ °®´Â´Ù´Â °¡Á¤ÇÏ¿¡ »ó±âÇÑ ½ÇÇèÀ» ÇÏ¿© ¿Ô´Ù. Áö±Ý±îÁö ÀÌ·¯ÇÑ °¡Á¤¿¡ ´ëÇÑ ¿¬±¸°¡ ÃæºÐÈ÷ µÇ¾î ÀÖÁö ¾Ê¾ÒÀ¸¸ç ½Å·Úµµ ³ôÀº ½ÇÇèÀ» Çϱâ À§ÇÏ¿©´Â °ø½Ãü³»¿¡ ¸ð·¡ÀÇ ¹Ðµµ°¡ ±ÕÀÏÇÑ °ø½Ãü¸¦ Á¦ÀÛÇÏ´Â °ÍÀÌ Áß¿äÇÏ´Ù. ÀÌ ¿¬±¸¿¡¼­´Â Áøµ¿¿¡ ÀÇÇØ¼­ ¸ð·¡ °ø½Ãü¸¦ Á¦ÀÛÇÒ °æ¿ì °ø½Ãü³»¿¡ ¹ÐµµÀÇ º¯È­°¡ ¹ß»ýÇÏ´ÂÁö ¿©ºÎ¿Í °¢ Áøµ¿ÀÎÀÚ°¡ ¹Ðµµº¯È­¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» Á¶»çÇÏ¿´´Ù. ÀÌ ¿¬±¸ °á°ú Áøµ¿ Àü¿¡ ±ÕÀÏÇÑ ¹Ðµµ ¸¦ °®´Â °ø½Ãü°¡ Áøµ¿ ÈÄ¿£ °ø½ÃüÀÇ ³ôÀÌ¿¡ µû¶ó »ó´çÇÑ ¹ÐµµÀÇ º¯È­°¡ ¹ß»ýÇÏ¿´À½À» º¸¿´À¸¸ç ÀÌ·¯ÇÑ Çö»óÀº °úÀç ÇÏÁß, ÀÔµµ ¹× Áøµ¿°¡¼ÓµµÀÇ Å©±â¿¡ µû¶ó »ó´çÇÑ ¿µÇâÀ» ¹Þ´Â °ÍÀ¸·Î ¹àÇôÁ³´Ù.
To obtain meaningful data of the tests for cyclic loading triaxial test, cyclic loading simple shear test ; and Shake table studies, it is necessary to test uniformly densified specimens. However, there is still some question about the assumed uniform density within a specimen when subjected to the process of densification. A study is conducted to investigate the density variation It within the specimen and analyze the effect of various parameters during the process of vibratory densification. It is found that variation of the ideally graded sand having a homogeneous initial density results in large inhomogeneities within the specimen after vibration. The degree of density variation within the speimen becomes more pronounced by the gradation of sand, surcharge and the intensity of acceleration.
 
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.3, no.3, 1987³â, pp.7-20
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198711920442998)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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