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Çѱ¹Áö¹Ý°øÇÐȸ / v.1, no.1, 1985³â, pp.21-30
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º®Ã¼º¯À§¿¡ µû¸¥ ±â·ùº®¿¡ ÀÛ¿ëÇÏ´Â Åä¾Ð
( The Lateral Earth Pressure on Rigid Retaining Wall Due to the Various Modes of Wall Movement ) |
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| ÀÀ·ÂÀçºÐÆ÷¸®·ÐÀ» ÀÀ¿ëÇÑ DubrovaÀÇ Åä¾Ð·Ð°ú À̸¦ ¼öÁ¤ÇÑ ChangÀÇ ¹æ¹ýÀ» ¹ßÀü½ÃÄÑ Á¤ÀûÅä¾Ð°ú ÁöÁø½ÃÀÇ Åä¾ÐÀ» º®Ã¼ÀÇ º¯À§ÇüŸ¦ °í·ÁÇÏ¿© »êÁ¤ÇÏ´Â ¹æ¹ýÀ» Á¦¾ÈÇÏ¿´´Ù. µÚä¿òÀº »çÁúÅä µÎ ÀϹÝÅä·Î ±¸ºÐÇÏ¿© º°°³ÀÇ Åä¾Ð»êÁ¤½ÄÀ» Á¦½ÃÇÏ¿´´Ù. Åä·ùº®ÀÇ º¯À§ÇüÅ´ ´ÙÀ½ 4°¡Áö¸¦ ¼±ÅÃÇÏ¿´´Ù. (1) º®Ã¼ÀÇ Á¤Á¡À» Áß½ÉÀ¸·Î ȸÀüÇÏ´Â ÁÖµ¿º¯À§ (2) º®Ã¼ÀÇ Á¤Á¡À» Áß½ÉÀ¸·Î ȸÀüÇÏ´Â ÁÖµ¿º¯À§ (3) º®Ã¼ÀÇ º®Ã¼À» Áß½ÉÀ¸·Î ȸÀüÇÏ´Â ¼öµ¿º¯À§ (4) º®Ã¼ÀÇ º®Ã¼À» Áß½ÉÀ¸·Î ȸÀüÇÏ´Â ¼öµ¿º¯À§ Á¦¾ÈµÈ Åä¾Ð°ø½ÄÀ» ´Ù¸¥ Åä¾Ð·Ð¿¡ ÀÇÇÑ ÀÌ·ÐÄ¡¿Í ºñ±³ °ËÅäÇÏ¿´´Ù. ±× °á°ú º¯À§ÀÇ ÇüÅ¿¡ µû¶ó »óÀÌÇÑ Åä¾ÐºÐÆ÷°¡ ¾ò¾îÁ³À¸¸ç ÀÌ´Â ÇöÀç °ü¿ëµÇ°í ÀÖ´Â Åä¾ÐÀ̷к¸´Ù ´õ ÇÕ¸®ÀûÀ̶ó »ç·ÁµÈ´Ù. |
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| The reasonable static and dynamic earth pressure equations were developed by applying the Dubrova's theory and Chang's method to the following cases of wall movements; (1) Active case rotating about the top (2) Active case rotating about the bottom (3) Passive case rotating about the top (4) Passive case rotating about the bottom The equations are presented in accordance with particular wall displacements for the sand and cohesive back-fill, respectively. The results computed by the proposed equations are compared with the conventional theoretical values. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.1, no.1, 1985³â, pp.21-30
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198511920442389)
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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