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Åä¸ñ°øÇÐ ±³°ú¸ñ ÇØ¼³ (¼®»çÇÐÀ§°úÁ¤) |
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Àç·á¿ªÇÐÆ¯·Ð (Advanced Materials
Dynamics)
±¸¼ºÇÏ´Â Àç·áµéÀÇ Æ¯¼ºÀ» ÀÌÇØÇϱâ À§ÇÏ¿© ¸ÕÀú ½Ã¸àÆ®, °ñÀç, È¥ÇÕ¼ö ¹× È¥ÈÀç ·áÀÇ ¹°¸®Àû ¼ºÁúÈÇмººÐ
¹× ¿ªÇÐÀû ¼ºÁú¿¡ ´ëÇÏ¿© ±× ÀÌ·ÐÀû ¹è°æÀ» ¸ÕÀú ÆÄ¾Ç ÇÏ¸ç ¾Æ¿ï·¯ ±»Áö ¾ÊÀº ÄÜÅ©¸®Æ®ÀÇ ¹°¼º, °æÈÇÑ
ÄÜÅ©¸®Æ®ÀÇ ¿ªÇÐÀû ¼ºÁú ¹× ³»±¸ ¼º, ³»È¼º, ³»¼ö¼º µî¿¡ ´ëÇÏ¿© °ÀÇÇÑ´Ù.
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±³·®°øÇÐÆ¯·Ð (Advanced Bridge
Engineering)
°î¼±Çü±³, »óÀÚÇü±³, »çÀå±³, Çö¼ö±³, °»óÆÇ±³ÀÇ »óºÎ±¸Á¶¼³°è¸¦ À§ÇÑ ÀÌ·Ð, Áøµ¿ ¹®Á¦, ¼öÄ¡ÇØ¼®¹æ¹ýÀ»
¹è¿î ´Ù.
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°±¸Á¶Æ¯·Ð(Advanced Steel
Structures)
º¹ÇÕÇÏÁß(2Â÷¿ø,3Â÷¿ø)À» ¹Þ´Â °±¸Á¶ºÎÀçÀÇ ÇØ¼® ¹× ¼³°è, ¿¬°áÀç(ÀÎÀå,Àü´Ü,ÈÚÀú Ç×)ÀÇ ¸ÅÄ«´ÏÁò
ÇØ¼® ¹× ¼³°è ¹æ¹ýÀ» ¹è¿î´Ù.
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ö±ÙÄÜÅ©¸®Æ®Æ¯·Ð(Advanced Reinforced
Concrete)
ö±ÙÄÜÆ®¸®Æ® ºÎÀçÀÇ ÆÄ±«°Åµ¿À» °íÂûÇϰí À̸¦ ±âÃÊ·Î ºÎÀçÀÇ ¿¬¼ºÀ» °í·ÁÇÑ ½Ç Á¦ ±¸Á¶¹°ÀÇ ¼³°è¹æ¹ýÀ»
ÀÍÈù´Ù
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PSÄÜÅ©¸®Æ®±¸Á¶¼³°è(Advanced
Prestressed Concrete)
ºÎÁ¤Á¤ PSÄÜÅ©¸®Æ®ÀÇ ÇØ¼® ¹× ¼³°è¹æ¹ýÀ» °øºÎÇϰí À̸¦ ±âÃÊ·Î ½ÇÁ¦ PS ÄÜÅ©¸®Æ® ±¸Á¶¹°ÀÎ ¿¬¼Óº¸,
½½·¡ºê, ±âµÕ ¹× ÀÎÀåºÎÀ縦 ÇØ¼®ÇÏ°í ¼³°èÇÒ ¼ö ÀÖ´Â ´É·ÂÀ» ±â ¸¥´Ù.
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ÀÀ¿ë¼ö¹®ÇÐÆ¯·Ð(Applied Hydraulics)
°¿ì¿Í Áõ¹ß ¹× ħÅõ·®ÀÇ ÇØ¼®, ÁöÇϼöÀ¯ µî, ÇÏõÀ¯·®ÃøÁ¤ ¹× »êÃâ, È«¼öÀ¯Ãâ, È« ¼ö ÃßÀû ¼ö¹®µµÀÇ
±â¹ý, È®·üÀû ¼ö¹® ÇØ¼® µîÀ» °ÀÇÇÑ´Ù.
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ÇÏõ°øÇÐÆ¯·Ð(Special Topics
in River Engineering)
ÇÏõÀ¯Ãâ, È«¼öÃøÁ¤ ¹× È«¼ö·®, È«¼öÆÄºÐ¼®, ÇÏõ±¸Á¶¹°, È«¼öÃßÀû µîÀ» °ÀÇÇÑ´Ù.
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¼öÀÚ¿ø°øÇÐÆ¯·Ð(Water Resource
Engineering)
¼öÀÚ¿ø ½Ã½ºÅÛÀÇ ¼ö¹®ÇÐ, ¿ë¼ö°ø±Þ·®ÀÇ ÃßÁ¤ ¹× °³¹ß, ÄÄÇ»ÅÍ ¸ðÀDZâ¹ý, ¼öÀÚ¿ø Á¾ ÇÕ°³¹ßÀÌ·Ð, ÃÖÀû¼³°è
´Ù¸ñÀû °³¹æ µîÀ» °ÀÇÇÑ´Ù.
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¼ö¸®±¸Á¶¹°Æ¯·Ð(Advanced Hydraulics
Structure)
ÇÏõÀ̳ª ÇØ¾È¿¡ ±¸Á¶¹°À» °Ç¼³ÇÏ´Â °æ¿ì ±¸Á¶¹°¿¡ ´ëÇÑ ¹°ÀÇ È帧À̳ª ÆÄ¶ûÀÇ ÀÛ ¿ëÀÌ ¹ÌÄ¡´Â ¿µÇâÀ»
¾Ë¾Æº» ´Ù.
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¾Ï¹Ý¿ªÇÐ(Rock Mechanics)
ÁöÁúÇÐÀû ¿¬±¸, ÁöÁúŽ»ç, ¾ÏÀÇ ºÐ·ù, ¾Ï¹Ý°µµ, º¯Çü ¹× Åõ¼ö¼º, ¾Ï¹Ý½ÃÇè, ¾Ï¹Ý ÀÌ·Ð ÀÀ¿ë¹æ¹ý
µîÀ» °ÀÇÇÑ ´Ù.
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Áö¹Ý¾ÈÁ¤Ã³¸®(Soil Stabilization)
ġȯ, ÀçÇÏÁß°ø¹ý,Vertical drail °ø¹ý, Sand compaction pile °ø¹ý,
Vibraflotation °ø¹ý, À£Æ÷ÀÎÆ®, Àü±â ħÅõ°ø¹ý, ¾à¾×ÁÖÀÔ°ø¹ý µîÀÇ ÀÌ·Ð ¹× ½Ã°ø µîÀ»
°ÀÇÇÑ´Ù.
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»ç¸é¾ÈÁ¤·Ð(Theory of Slope
Stabilization)
µµ·ÎÀÇ Àý¼ºÅäºÎ, Èë ´ïÀÇ »ç¸é, ¹æÆÄÁ¦, ÀÚ¿¬»ç¸é, Á¡Åä»ç¸éÀÇ ºØ±«¿øÀÎ ¹× ´ëÃ¥¿¡ °üÇÑ ÀÌ·ÐÀ»
°ÀÇÇÑ´Ù.
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ÅäÁúÁ¶»ç½ÃÇè¹ý( Geotechnical
Measurement and Explorations)
Áö¹ÝÁ¶»ç, ÇöÀåÃøÁ¤ ¹æ¹ý, ½Ç³»½ÇÇè, ÇöÀå°èÃø, ½ÇÇè°á°ú Á¤¸® ¹× ÇØ¼®¿¡ ´ëÇÏ¿© °ÀÇÇÑ´Ù.
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ÅäÁú±¸Á¶¹°¼³°è(Design of Earth
Structures)
¿Ëº®, È븷ÀÌ °ø¹ý, º¸°Åä, ÅͳÎ, ¾î½º´ï, ½½·¯¸®¿ù µîÀÇ ¼³°è¿¡ ´ëÇÏ¿© °ÀÇÇÑ ´Ù.
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ÅäÁú°øÇмöÄ¡ÇØ¼®(Numercail
Methods in Geotechnical Engineering)
Áö¹Ý°øÇп¡ ³Î¸® »ç¿ëµÇ´Â À¯ÇÑ¿ä¼Ò¹ý(FEM), À¯ÇÑÂ÷ºÐ¹ý(FDM) ¹× °æ°è¿ä¼Ò¹ý(BEM) µîÀ» ÀÌ¿ëÇÑ
¼öÄ¡ÇØ¼®ÀÇ ÀÌ·Ð ¹× Àû¿ë¹ý¿¡ ´ëÇÏ¿© °ÀÇÇÑ´Ù.
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Æ÷Àå°øÇÐ(Pavement Engineering)
µµ·Î ¹× ºñÇàÀåÀÇ Æ÷À屸Á¶¿ªÇÐ, Æ÷ÀåÁ¾·ù, Æ÷Àå´Ü¸é±¸¼ºº° Ư¼º ¹× Àç·á Æ÷Àå¿¡ ÀÛ¿ëÇÏ´Â ÀÀ·Â, Æ÷ÀåµÎ²²
¼³°è, ½Ã°ø, À¯Áö°ü¸®,Á¡°Ë ¹× Æ÷ÀåÁ¶»ç¿Í Æò°¡À¯Áöº¸¼ö °ø¹ý µî¿¡ °üÇÏ¿© °ÀÇÇÑ´Ù.
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±âÃʰøÇРƯ·Ð(Advanced Foundation
Engineering)
°¢Á¾ ±âÃÊ ±¸Á¶¹°ÀÇ ÇØ¼®, ¼³°è, ½Ã°ø¹ý¿¡ ´ëÇÏ¿© °ÀÇÇÑ´Ù.
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ź¼º·Ð(Theory of Elasticity)
ÀÀ·Â?º¯ÇüÀ²ÀÇ 3Â÷¿ø ÇØ¼®À» À§ÇÑ ÀûÇÕÁ¶°Ç, °æ°èÁ¶°Ç, ÆòÇüÁ¶°Ç, ÀÀ·ÂÇÔ¼öÀÇ µµ ÀÔ, saintvanant¿ø¸®ÀÇ
È®Àå, °íÀ¯Ä¡ ¹®Á¦, ÀÀ·ÂÁýÁß, ºÒ¿¬¼Ó º¯À§, ¸·ÀÀ·ÂÇØ¼® ¹æ¹ý À» ¹è¿î´Ù.
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¼ÒÀ½Áøµ¿·Ð(Theory of Noise
and Vibration)
¼ÒÀ½, Áøµ¿¿¡ °üÇØ ÀÌ·ÐÀû ¹æ¹ý°ú ÃøÁ¤¿¡ ÀÇÇÑ ¹æ¹ýÀ» ±¸ºÐÇÏ¿© ¹êµåºÐ¼®¹ý, ȯ°æ ±âÁØ, ÃøÁ¤¹æ¹ý
¹× »ç¿ë Àåºñµé ¿¡ °üÇØ °ÀÇÇÑ´Ù.
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ÇѰè»óż³°è¹ý(Limit State
Design)
ÇѰè»óÅÂÀÌ·ÐÀÇ °³¿ä¸¦ °øºÎÇϰí À̸¦ ±âÃÊ·Î ½ÇÁ¦ ±¸Á¶¹°ÀÇ ÇѰè»óż³°è¹ýÀ¸·Î ¼³°èÇÒ ¼ö ÀÖµµ·Ï ÇÑ´Ù.
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Áö¹Ý°øÇÐÆ¯¼ö¿¬±¸(Special Problem
in Geotechnical Engineering)
ºØ±«¼º Áö¹Ý, ÆØÃ¢¼º Áö¹Ý, ¾²·¹±â ¸Å¸³ÁöµéÀÇ Æ¯¼öÁö¹ÝÁ¶°Ç¿¡¼ÀÇ ±âÃʰü·Ã¹®Á¦, ±â¸§ µî¿¡ ÀÇÇÑ Áö¹Ý
¹× ÁöÇϼö ¿À¿°¹®Á¦, ÇöÀå»ç°í»ç·Ê¿¬±¸, ½Å±â¼ú, ½Å°ø¹ý µî ´Ù¾çÇÑ ³»¿ëÀ» ´Ù·é´Ù.
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»ó¼öµµ°øÇÐÆ¯·Ð(Advanced Water
Supply Engineering)
»ó¼öµµ°¡ ÃæºÐÈ÷ ±× ±â´ÉÀ» ¹ßÈÖÇÏ°í ½Ã¼³ÀÇ ½Å¼³ ¶Ç´Â È®Àå¿¡ ´ëºñÇϵµ·Ï ±âº»¹æÄ§¿¡ ±Ù°ÅÇÏ¿© ¸ñÇ¥¸¦
¼³Á¤ÇØ °ø ºÎÇÑ´Ù.
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ȯ°æ°øÇÐÆ¯·Ð(Advanced Environmental
Engineering)
ÇÏõȯ°æ°ü¸® ±âº»°èȹÀº ¼öȯ°æ °ü¸®, ÇÏõȯ°æ°ü¸® ¹× ÇÏõ °ø°£°ü¸® µî ÇÏõȯ °æÀ» °èȹÀûÀ¸·Î °ü¸®ÇÒ
¼ö ÀÖ ´Â ±âº»Àû »çÇ×À» ¼³Á¤ÇÏ´Â °ÍÀ» ¹è¿î´Ù.
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ÁöÇϼö¼ö¹®ÇРƯ·Ð(Advanced
Groundwater Hydrology)
¾Ï¼®°ú Åä¾çÀÇ ¹è¿°ú Ư¼ºÀº ÁöÇϼö ¿¬±¸¿¡ ¾ÆÁÖ Áß¿äÇÑ ÁöÁúÀ̳ª ¼ö¸®ÇÐÀûÀÎ Àú ¼öÁöÀÇ Æ¯¼ºÀ» Á¶»çÇØº»
´Ù.
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ÀÀ¿ë¼ö¸®ÇÐÆ¯·Ð(Advanced Hydraulics)
°³¼ö·Î ³»ÀÇ Á¤»óµî·ù À̷п¡ ÀÇÇÑ ºñħ½Ä¼º ¹× ħ½Ä¼º ¼ö·ÎÀÇ ½Ã¼³¹æ¹ý°ú °¢Á¾ ºÎ µî·ùÀÇ °è»ó¹æ¹ý
¹× ÁÖÁ¤ºÎµî ·ùÀÇ ÇØ¼®¹æ¹ýÀ» °ÀÇÇÑ´Ù.
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Áö¹Ý°øÇнŷڼºÀÌ·Ð(Reliability
Theory in Geotechnical Engineering)
Áö¹Ý°øÇп¡¼ ´Ù·ç´Â ÀÚ·áÀÇ Åë°èÀûÀΠó¸® ¹æ¹ýÀ» ½ÀµæÇÑ´Ù. ƯÈ÷, °ø°£Àû »ó°ü°ü °è¸¦ °í·ÁÇÒ ¼ö
ÀÖ´Â Åë°èÇÐÀû ¹æ¹ýÀ» ´Ù·ç´Â Áö±¸ Åë°èÇÐ(Geostatistics)¿¡ ´ëÇØ Áö½ÄÀ» ½ÀµæÇϰí, Áö¹Ý
°øÇÐÀû Ȱ¿ë ¹æ¹ýÀ» ¹è¿î´Ù.
- Çϼöµµ°øÇÐÆ¯·Ð(Advanced Wastewater Engineering)
Çϼöµµ °èȹ, °ü°ÅÀÇ ¼³°è, Çϼö󸮰øÁ¤, ½½·¯Áö ó¸® ¹× óºÐ µî ÇϼöµµÀÇ Àü¹ÝÀûÀÎ ³»¿ë°ú °íµµÇϼö󸮿¡ °üÇÑ ³»¿ëÀ» ´Ù·é´Ù.
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Á¶¼® ¹× Çϱ¸ ¼ö¸®(Tidal and
Estuary Hydraulics)
Çϼöµµ½Ã¼³±âÁØ¿¡ ÁذÅÇÑ ¼öÁúÀÇ ±âÁØÀ» ¾Ë¾Æº»´Ù.
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Áö±¸Åë°èÇÐ(Geostatistics)
°ø°£Àû »ó°ü°ü°è¸¦ °í·ÁÇÒ ¼ö ÀÖ´Â Åë°èÇÐÀû ¹æ¹ýÀ» ´Ù·ç´Â Áö±¸ Åë°èÇÐ(Goestatistics)
¿¡ ´ëÇØ Áö½ÄÀ» ½ÀµæÇÏ¿© ÅäÁú°øÇп¡ ÀÀ¿ëÇÏ´Â µ¥, º» °ÁÂÀÇ ¸ñÀûÀÌ ÀÖ´Ù.
- Áö¹ÝŽ»ç±â¹ý¿¬±¸ÀÇ ÀÌÇØ(Ground Exploration Test)
ÁöÇϰø°£¿¡ ´ëÇÑ Á¤È®ÇÑ ÀÌÇØ¿Í Àü¹®ÀûÀÎ Áö½ÄÀ» ½ÀµæÇÏ°í º¸´Ù È¿°úÀûÀÎ ÁöÇϰø°£¼³°è±â¹ý¿¡ ´ëÇØ °ÀÇÇÑ´Ù.
- ÁöÁú°øÇРƯ·Ð(Advanced Geological Engineering)
Åä¸ñ°øÇп¡¼ ÈçÈ÷ »ç¿ëµÇ´Â ÁöÁúÁ¶»ç, ¹°¸®Å½»ç ¹× ÇöÀå½ÃÇè¹ý¿¡ ´ëÇÏ¿© °ÀÇÇÏ°í ±¸Á¶ÁöÁúÀÇ ±âÃÊÀÌ·Ð ¹× ÀÀ¿ë¿¡ ´ëÇÏ¿© °øºÎÇÑ´Ù.
- ¹ßÆÄ°øÇРƯ·Ð(Advanced Blast Engineering)
Ⱦà·ù¸¦ ÀÌ¿ëÇÏ¿© Áö¹ÝÀ» ±¼ÂøÇϰųª ±¸Á¶¹°À» ÇØÃ¼ÇÏ´Â ¹æ¹ýÀ¸·Î Ⱦà·ùÀÇ Á¾·ù ¹× Ư¼º, ¹ßÆÄÀÌ·Ð, ¹ßÆÄ¼³°è, ¹ßÆÄ¼ÒÀ½ ¹× Áøµ¿ µî¿¡ ´ëÇØ °ÀÇÇÑ´Ù.
- µµ·Î°øÇÐÆ¯·Ð(Advanced Highway Engineering)
µµ·ÎÀÇ Á¾·ù, Á¶»ç ¹× °èȹ, ¼±Çü, ¹è¼ö½Ã¼³, Æ÷Àå, ½Ã°ø¹æ¹ý ¹× À¯Áö°ü¸® µî¿¡ °üÇÑ ÀÌ·ÐÀ» °ÈÇÑ´Ù.
- ¼öÁú°ü¸®Æ¯·Ð(Advanced Water Quality Management)
°Ç¼³ ¹× Àΰ£ Ȱµ¿À¸·Î ¹ß»ýµÇ´Â ¿À¿°¹°ÁúÀÇ À̵¿, È®»ê, º¯È¿¡ °üÇÑ ¼öÁú¿À¿° Çö»óÀ» ÀÌÇØÇϰí À̸¦ ÃÖÀûÀ» °ü¸®ÇÒ ¼ö ÀÖ´Â ¹æ¾È¿¡ ´ëÇØ ÇнÀÇÑ´Ù.
- ¾Ï¹ÝÅͳμ³°è Ư·Ð (Advanced Rock Tunnelling Design)
¾Ï¹Ý ÅͳÎÀÇ ¼³°è¿Í °ü·ÃÇÏ¿©, Áöº¸¹ÝÀÀ°î¼± ¹× Áöº¸ÀÌ·Ð, ¼ôÅ©¸®Æ®¿Í ·Ïº¼Æ® ¹× ÄÉÀÌºí º¼Æ®ÀÇ ¿ªÇÒ, ¼ö·®, ±æÀÌ, µÎ²²ÀÇ °áÁ¤ ¹æ¹ý¿¡ ´ëÇÏ¿© °ÀÇÇÑ´Ù. ¶ÇÇÑ ±â°è±¼Âø¹ý°ú Ư¼ö°ø¹ý ¹× ÅͳΠº¸Á¶°ø¹ýµµ ¼Ò°³ÇÏ¿© Åͳμ³°è Àü¹Ý¿¡ ´ëÇØ ÀÌÇØÇÒ ¼ö ÀÖµµ·Ï ÇÑ´Ù.
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