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Çѱ¹Áö¹Ý°øÇÐȸ / v.4, no.1, 1988³â, pp.37-48
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¼¶Áø°Çϱ¸À¯¿ªÀÇ ÃæÀûÁ¡Åä¿¡ ´ëÇÑ ÅäÁú°øÇÐÀû Ư¼º¿¬±¸(I)
( Studies on the Engineering Characteristics of Alluvial Cla).e)- Deposits in the Estuary Area of Seomjin River (I) ) |
| À¯´Éȯ;À¯¿¬ÅÃ;¹Ú½Â¹ü; °¿ø´ëÇб³ ³ó°ú´ëÇÐ ³ó°øÇаú;³ó¾÷ÁøÈï°ø»ç, Ãæ³²´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;;
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| º» ¿¬±¸´Â ÀåÂ÷ ´ë±Ô¸ð°ø¾÷´ÜÁö ¹× ³ó¾÷°³¹ß°èȹÀÌ ¿¹»óµÇ´Â ¿ì¸®³ª¶ó ¼³²ÇؾÈÀÇ À°´ëÇϱ¸ Áö¿ªÀÇ ÃæÀûÁ¡Å並 ´ë»óÀ¸·ÎÇÏ¿© ±×ÀÇ ¹°¸®Àû ¼ºÁú°ú °øÇÐÀû ¼ºÁúÀ» ÆÄ¾ÇÇϰí À̵é»óÈ£°ü°è¸¦ Åë°èÀûÀ¸·Î ÃßÃøÇϱâ À§ÇÑ ¿¬±¸ÀÇ ÀÏȯÀ¸·Î½á, ±×ÀÇ Á¦ÀϺ¸·Î ´ãÁø° À¯¿ª¿¡¼ 227Á¡ÀÇ ½Ã·á¸¦ ŽÃëÇÏ°í ½Ç³» ¹× ÇöÀå ½ÃÇèÀ» ÅëÇÏ¿© ±×µéÀÇ ¼¼ºÁúÀ» ±¸Çϰí ÀÌµé °ü°è¸¦ Computer program¿¡ ÀÇÇÏ¿© Åë°è ºÐÀýÇÑ °á°ú, ±âÃÊÁö¹ÝÀÇ Ä§ÇÏ¿¡ °áÁ¤Àû¿ªÇÒÀ» ÇÏ´Â ÃʱⰣ±Øºñ°¡ 2.5ÀÌ»óÀ¸·Î ÇÏ¸é ¾ÐÃàÁö¼ö´Â ºÐ»ê¼ºÀÌ Å©°Ô µÇ³ª, Á¡ÅäÀÇ ÇÔ·®, ¾×¼ºÇѰè, ¼Ò¼ºÇÑ°è ¹× ÃʱⰣ±ØºñÀÇ Áõ°¡¿¡ µû¶ó¼ Áõ°¡µÇ´Â -¹Ý½ÄÀ¸·Î Ç¥½ÃÇÒ ¼ö ÀÖ¾ú´Ù. |
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| This is a part of research projects to investigate the several significant statistical correlati- onships among the various physical and engineering properties of alluvial clayey deposits in the estuary area of the great fixe rivers through the South-West coastal districts where are expected to be developed as large ingustrial site or agricultual development projects. As a first trial, the statistical analyses through computer programs were carried out using the results of laboratory and field tests of 227 soil samples from the Seum-Jin river area. When the initial void ratio which plays crucial role to the settlement of foundation is more than 2.5, the compression indices of soil samples are remarkably scattered, but these indices, which are formulated as a general expression, tend to increase as increasing the clay content, liquid limit, plastic limit and initial void ratio. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.4, no.1, 1988³â, pp.37-48
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198811920443182)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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