|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.20, no.4, 2004³â, pp.103-113
|
Flat DMT¸¦ ÀÌ¿ëÇÑ ±¹³» ¿¬¾àÁö¹ÝÀÇ ºñ¹è¼ö Àü´Ü°µµ ÃßÁ¤ ½Ã ¿µÇâÀ» ¹ÌÄ¡´Â ¿ä¼Òµé
( Influencing Factors for the Estimation of Undrained Shear Strength by Flat DMT ) |
| º¯À§¿ë;±è¿µ»ó;À̽·¡; Çѱ¹°úÇбâ¼ú¿ø °Ç¼³ ¹× ȯ°æ°øÇаú;±¹¸³¿©¼ö´ëÇб³ ÇØ¾ç½Ã½ºÅÛÇкÎ;Çѱ¹°úÇбâ¼ú¿ø °Ç¼³ ¹× ȯ°æ°øÇаú;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| ¿¬¾àÁö¹ÝÀÇ °øÇÐÀû Ư¼ºÀ» ÆÄ¾ÇÇϱâ À§ÇØ ÇöÀå ½ÃÇè¹æ¹ýÀ¸·Î °³¹ßµÇ¾î ³Î¸® »ç¿ëµÇ°í ÀÖ´Â flat DMT´Â ±¹³» ´Ù¾çÇÑ ¿¬¾àÁö¹Ý¿¡¼µµ ³¯·Î ±× Àû¿ëÀÌ Áõ´ëµÇ°í ÀÖ´Ù. ±×·¯³ª DMT ÀÚ·á ºÐ¼®À» ÅëÇÑ ¿¬¾àÁö¹ÝÀÇ ¼³°èº¯¼ö ÃßÁ¤ ½Ã »ç¿ëµÇ´Â ±âÁ¸ÀÇ »ó°ü°ü°è½ÄµéÀº ÁÖ·Î ±¹¿ÜÀÇ ÀڷḦ ¹ÙÅÁÀ¸·Î Á¦¾ÈµÈ °æÇèÀû »ó°ü°ü°è·Î ÀÌ¿¡ ´ëÇÑ Àû¿ë¼º °ËÅä°¡ ÇʼöÀûÀÌ´Ù. º» ³í¹®¿¡¼´Â ±¹³» ¼ÇØ¾È ¹× ³²Çؾȿ¡ À§Ä¡ÇÑ ¿¬¾àÁö¹ÝÀ» ´ë»óÀ¸·Î flat DMT ½ÃÇèÀ» ¼öÇàÇÏ°í ±âÁ¸ÀÇ »ó°ü°ü°è¸¦ ÀÌ¿ëÇÏ¿© ¾ò¾îÁø °á°ú¸¦ ½Ç³» ½ÃÇèÀ¸·ÎºÎÅÍ ±¸ÇÑ ¼³°èº¯¼öµé°ú ºñ±³ÇÔÀ¸·Î½á ±âÁ¸¿¡ Á¦¾ÈµÈ »ó°ü°ü°è½Ä¿¡ ¿µÇâÀ» ÁÖ´Â ¿ä¼ÒµéÀ» ±Ô¸íÇϰí À̸¦ ¹ÙÅÁÀ¸·Î º¸Á¤À» ¼öÇàÇÏ¿´´Ù. |
|
| The flat dilatometer test(DMT) is a useful geotechnical tool for estimating in-situ properties of various types of ground materials and the application of flat DMT is increasing. The existing relationships which are used to estimate the design parameters of soft deposit depend on the regional geotechnical characteristics and then it is necessary to investigate the applicability of the flat dilatometer in Korea. In this paper, the flat DMT has been conducted in soft marine deposits. The results estimated by existing relationships and those obtained from laboratory tests were compared. Based on the results, some factors influencing the relationships were examined and adjustment of empirical expression was performed. |
| |
| Ű¿öµå |
| Flat dilatometer test(DMT);Overconsolidation ratio(OCR);Soft clay;Unit weight;Undrained shear strength; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.20, no.4, 2004³â, pp.103-113
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922383271)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|