¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.1, 2000³â, pp.167-178
´Ü°èÅõ±â¹ý¿¡ ÀÇÇÑ Áؼ³Á¡ÅäÀÇ Ã¼Àûºñ »êÁ¤
( Estimation of volume Ratio according to Step up Filling Method for a Dredged Clay )
À̼Û;°­¸íÂù; ¼­¿ï½Ã¸³´ëÇб³ µµ½Ã°úÇдëÇÐ Åä¸ñ°øÇаú;¼­¿ï½Ã¸³´ëÇб³ µµ½Ã°úÇдëÇÐ Åä¸ñ°øÇаú ´ëÇпø;
 
ÃÊ ·Ï
Áؼ³¸Å¸³ °ø»ç½Ã ÀÚÁ߾йÐħÇÏ·® ¹× üÀûº¯È­ºñ ¿¹ÃøÀ» À§ÇØ »ç¿ëµÇ´Â Yano ¹æ¹ýÀÇ ´ÜÁ¡À» º¸¿ÏÇϰí½ÇÁ¦ Áؼ³¸Å¸³ °ø»ç½Ã Áؼ³Åä°¡ ¿¬¼ÓÀûÀ¸·Î Åõ±âµÇ¸ç ÅðÀû°íÀÇ »ó½ÂÀÌ ÅäÃþÀÇ Áõ°¡¿Í ħ°­ ¹× ÀÚÁ߾йп¡ ÀÇÇÑ Ã¼Àû°¨¼ÒÀÇ °á°ú·Î Ç¥ÇöµÇ¾îÁö´Â °ÍÀ» °í·ÁÇÑ ´Ü°èÅõ±â¹ý¿¡ ÀÇÇÑ »õ·Î¿î ÇØ¼®±â¹ý¿¡ ´ëÇÑ ½ÃÇèÀû ¿¬±¸¸¦ ¼öÇàÇÏ¿´´Ù. ´Ü°èÅõ±â½ÃÇè¿¡ ÀÇÇØ Åõ±â¼Óµµ¿Í ÅðÀû°í »ó½Â¼ÓµµÀÇ °ü°è¸¦ ÃøÁ¤ÇÏ¿© ÇöÀå ¸Å¸³°èȹ°í¿¡ ¼Ò¿äµÇ´Â ÇöÀåÅõ±â ¿Ï·áÀϼö¸¦ »êÁ¤ÇÏ¿´°í ±×¶§ ¼Ò¿äµÇ´Â Àüü Åõ±â³ôÀÌ ±×¸®°í ÀÌ¿¡ ÇØ´çÇÏ´Â ½ÇÁúÅä·®°í¸¦ »êÁ¤ÇÏ¿© À̸¦ ¹ÙÅÁÀ¸·Î ÇöÀåÅõ±â¿Ï·á ÈÄ ÀÚÁ߾йРħÇÏ·® ¹× üÀûº¯È­ºñ,ÇÔ¼öºñ, °£±ØºñÀÇ º¯È­¸¦ ¿¹ÃøÇÏ¿´°í, ÀüüÅõ±â ½ÃÇèÀ» ÅëÇÑ Yano¹ý¿¡ ÀÇÇÑ »êÁ¤°á°ú¿Í ºñ±³ ºÐ¼®ÇÏ¿´´Ù. ÀÚÁ߾йРħÇÏ·®ÀÇ °æ¿ì ¾à 29.8%, üÀûºñÀÇ °æ¿ì 31.1%, °ø±Øºñ ¹× ÇÔ¼öºñ°¡ ¾à 40%Á¤µµ ÀüüÅõ±â¿¡ ÀÇÇÑ Yano ¹ýÀÌ ´Ü°èÅõ±â¹ý¿¡ ÀÇÇÑ °á°úº¸´Ù ÀÛ°Ô Æò°¡µÇ¾ú´Ù.
An experimental study on step up filling method is carried out to reinforce the Yano method which is widely used to estimate volume ratio and self-weight consolidation settlement in reclamation area. This method considers actual reclamation construction in which dredged clay is continuously filled and rising of deposit height is presented as a result of volume decrease by height rising and self-weight consolidation. It measured the relationship between filling velocity and deposit rising velocity; calculated the total filling height which is needed to achieve the planned final deposit height, and its solid height and the time which is taken to finish the planned final deposit height; and on the basis of these calculated parameters, predicted the self-weight consolidation and volume change ratio in reclamation construction. Yano method is also used to predict the same conditions. 29.8% in self-weight consolidation, 31.1% in volume ratio, 40% in void ratio and water content is underestimated in Yano method compared to step up filling method.
 
Ű¿öµå
Step up filling method;Yano method;Volume ratio;Deposit rising velocity;Filling velocity;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.1, 2000³â, pp.167-178
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011921750141)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿