° ÀÇ °è ȹ ¼
±³°ú¸ñ¸í
ÅäÁú¿ªÇÐ ¥±
±³°ú¸ñ¹øÈ£
Çгâ/Çбâ
03/1
ÇÐÁ¡/½Ã¼ö
3/3
´ã´ç±³¼ö
´ã´çÁ¶±³
¼³°è/ÀÌ·Ð
40/60
±¸ºÐ
ÀüÇÊ
±³°ú¸ñ °³¿ä
ÈëÀÇ ¿ªÇÐÀû Ư¼º¿¡ ´ëÇÑ ±âº»Æ¯¼ºÀ» ÀÎÁö½ÃÄѼ ¿Ëº®¿¡ ÀÛ¿ëÇÏ´Â ¼öÆòÅä¾Ð, ±âÃÊÀÇ ÁöÁö·Â ¹× »ç¸é¾ÈÁ¤Çؼ®À» ¼öÇàÇÒ ¼ö ÀÖÀ¸¸ç, Áö¹Ýȯ°æ°øÇп¡ ´ëÇÑ ±âº»ÀûÀÎ ÀÌÇØ ¹× Áö¹ÝÁ¶»ç¹ý¿¡ ´ëÇÑ Áö½ÄÀ» ¹è¾çÇÏ°íÀÚ Çϴµ¥ ¸ñÀûÀÌ ÀÖ´Ù.
±ÇÀå¼±¼ö°ú¸ñ
°ø¾÷¿ªÇÐ, Åä¸ñÁöÁúÇÐ, ÅäÁú¿ªÇÐ-I
±³Àç ¹× Âü°í¹®Çå
±³Àç: B.M.Das, Principlciples of Geotechnical Engineering, 4th edn,1998, PWS Pub. Co.
Âü°í¹®Çå:
1. R.F.Craing, Soil Mechanics, 5th edn, 1992, Chapman & Hall.
2. William Powrie, Soil Mechanics, 1997, E & FN Spon.
3. T.W.Lambe & R.V.Whitman, Soil Mechanics, 1969, Wiley.
4. ±è»ó±Ô, ÅäÁú¿ªÇÐ - À̷аú ÀÀ¿ë, 1991, û¹®°¢.
¼ºÀûÆò°¡¹æ¹ý
(1) ½Ã Çè : Áß°£°í»ç (30%), ±â¸»°í»ç (30%) --- °è 60%
(2) ¼ºÀûÆò°¡ : ½ÃÇè (60%)
Ãâ¼® ¹× ¸®Æ÷Æ® (40%)
°è 100%
±³ °ú ¸ñ Ç¥
1.ÈëÀÇ ¿ªÇÐÀû Ư¼º¿¡ ´ë¡¦(»ý·«)
|