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Çѱ¹Áö¹Ý°øÇÐȸ / v.7, no.4, 1991³â, pp.65-74
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ÇØ¼ºÁ¡ÅäÀÇ Creep Ư¼º¿¡ °üÇÑ ¿¬±¸
( A Study on the Creep Characteristics of Marine Clay ) |
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| ¿¬¾à Áö¹ÝÀ§¿¡ ÃàÁ¶µÈ ÅäÁú ±¸Á¶¹°Àº Á¦Ã¼ÀÇ ÀÚÁßÀ¸·Î ÀÎÇÏ¿© ¿À·£ ±â°£ µ¿¾È ħÇϰ¡ °è¼ÓµÇ´Â µ¥ ÀÌ´Â ½Ã°£ÀÇÁ¸Àû °Åµ¿ÀÎ ¾Ð¹Ð°ú creepÀÌ µ¿½Ã¿¡ ÀÛ¿ëÇÏ¿© ¹ß»ýµÈ´Ù. º» ¿¬±¸¿¡¼´Â »ïÃà¾ÐÃà½ÇÇè±â¸¦ »ç¿ëÇÑ creep½ÇÇè °úÁ¤À» Á¦¾ÈÇϰí creep½ÇÇèÀ» ½Ç½ÃÇÏ¿© ÀÀ·Â ¼öÁØ¿¡ µû¸¥ ÇØ¼ºÁ¡ÅäÀÇ creepƯ¼ºÀ» ±¸¸íÇÏ¿´´Ù. ¶ÇÇÑ ½Ã·á¿¡ ÀûÇÕÇÑ creep ¹æÁ¤½Ä¿¡ ÇÊ¿äÇÑ creepÁ¤¼ö¸¦ creep½ÇÇè °á°ú¸¦ »ç¿ëÇÏ¿© ±¸ÇÏ¿´´Ù. |
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| Earth structures which located on the weak foundation settle for the long time due to the their own weight (embankment) simultaneously. Because of the consolidation and creep which are timedependent behaviour. This paper is presented creep test Processes using triaxial spparatus, and investigated creep charateristics of marine clay by creep test according to stress level And required and appropriate creep parameters of soil used in the creep equation are investigated by the creep test. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.7, no.4, 1991³â, pp.65-74
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199111920444388)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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