¶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

Çѱ¹µµ·ÎÇÐȸ / v.10, no.2, 2008³â, pp.57-67
Â÷·® ÁÖÇà¼Óµµ¸¦ ¹Ý¿µÇÑ µµ·Î Æò¸é¼±Çü¼³°è ±â¹ý ¿¬±¸
( Development of a Vehicle Operating Speed Model and its Application for Designing Consistent Horizontal Alignment )
ÃÖÀ缺;±è»ó¿±;ÀÌÁ¡È£;Ȳ°æ¼º; ¼­¿ï½Ã¸³´ëÇб³ ±³Åë°øÇаú;¼­¿ï½Ã¸³´ëÇб³ ±³Åë°øÇаú;´ëÇÑÁö¹æÀÚÄ¡ °æ¿µ¿¬±¸¿ø;¼­¿ï½Ã¸³´ëÇб³ ±³Åë°øÇаú;
 
ÃÊ ·Ï
ÇöÀç ¿ì¸®³ª¶ó¿¡¼­ µµ·Î Æò¸é¼±Çü ¼³°è¸¦ À§ÇØ µµ·Î¼³°è¼Óµµ °³³äÀ» »ç¿ëÇϰí ÀÖ´Ù. µµ·Î¼³°è¼Óµµ °³³äÀº ´Ü ÇÑ °³ µµ·Î ¼³°è¼Óµµ¸¦ »ç¿ëÇϱ⠶§¹®¿¡ µµ·Î ±âÇϱ¸Á¶ ¼öÁØÀÌ ÀÏÁ¤ÇØÁø´Ù´Â °­Á¡À» °®°í ÀÖÀ¸³ª, µµ·Î °Ç¼³ ÈÄ ±× µµ·Î¸¦ ÁÖÇàÇÏ´Â ½ÇÁ¦ Â÷·® ¼Óµµ°¡ ¼³°è¼Óµµ¿Í ´Þ¸® ³ªÅ¸³¯ ¼ö ÀÖ´Ù´Â ¾àÁ¡À» °®°í Àֱ⵵ ÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â ÀÌ ¾àÁ¡À» º¸¿ÏÇϱâ À§ÇØ, ÀÌ¹Ì ¿©·¯ ³ª¶ó¿¡¼­ »ç¿ë ÁßÀÎ ÁÖÇà¼Óµµ ¿¹Ãø¸ðÇü¿¡ ±Ù°ÅÇÑ Æò¸é ¼±Çü¼³°è±â¹ýÀ» Á¦¾ÈÇÑ´Ù. º» ¿¬±¸¿¡¼­´Â À̸¦ À§ÇØ ¿ì¸®³ª¶ó Àü¿ª¿¡¼­ Ç¥º»À» ¼±ÅÃÇÏ¿© Â÷·® ¼ÓµµÁ¶»ç¸¦ ¼öÇàÇß°í, ¼Óµµ¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â µµ·Î¼³°è¿ä¼Ò¸¦ Åë°èºÐ¼®À» ÅëÇØ ¼±Á¤ÇÏ¿© ¾ç¹æÇâ 2Â÷·Î¿Í 4Â÷·Î ÀϹݱ¹µµ¿¡ ´ëÇÑ Â÷·® ÁÖÇà¼Óµµ ¸ðÇüÀ» Á¦½ÃÇßÀ¸¸ç, ±× ¸ðÇüÀ» µµ·Î Æò¸é¼±Çü¼³°è¿¡ Àû¿ëÇÏ´Â °úÁ¤À» Á¦½ÃÇß´Ù. ÇÑÆí »õ·Î¿î ±â¹ý¿¡ ´ëÇÑ À¯È¿¼ºÀ» ¹àÈ÷±â À§ÇÑ ½ÇÁ¦ »ç·ÊºÐ¼®¿¡¼­ »õ·Î¿î ±â¹ýÀº ±âÁ¸ ±â¹ýÀÌ °®°í ÀÖ´Â ¾àÁ¡À» ÇØ¼ÒÇÏ´Â °ÍÀ¸·Î ¹àÇôÁ³´Ù. ÇâÈÄ ¿ì¸®³ª¶ó µµ·Î °Ç¼³ »ç¾÷¿¡¼­ º» ¿¬±¸¿¡¼­ Á¦¾ÈÇÑ Æò¸é¼±Çü ¼³°è±â¹ýÀ» Àû¿ëÇÏ¸é µµ·Î ÅõÀÚ È¿À²¼ºÀÌ ³ô¾ÆÁö°í, ´õ ³ôÀº ¼³°èÀϰü¼ºÀ» È®º¸ÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜÇÑ´Ù.
At present engineers use the highway design speed concept to develop the horizontal alignment. This concept has a strength of attaining consistent horizontal alignments because of its use of a single speed value. Yet it shows a critical weakness that when opened the operating speed for the vehicles on the road can be a lot different than the design speed. To resolve this, many countries already develop the horizontal alignment by adopting procedures that weigh vehicle operating speeds, and this research joins them by developing an operating speed based horizontal alignment design. We have collected vehicle speed samples over the nation, selected some speed influential design elements by doing a statistical analysis, provided a set of models for two-lane roads and four lane roads, and showed a stepwise feedback procedure by doing a case study. It is underscored that in the case study the proposed procedure has scaled down the speed inconsistency problem, and we are of opinion that our procedure would coin both investment efficiency and speed consistency in future highway projects.
 
Ű¿öµå
Æò¸é¼±Çü¼³°è;Â÷·® ÁÖÇà¼Óµµ;Çǵå¹é °úÁ¤;¼³°èÀϰü¼º;horizontal alignment design;vehicle operating speed;feedback process;design consistency;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.10, no.2, 2008³â, pp.57-67
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200824556528982)
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¿