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Çѱ¹Áö¹Ý°øÇÐȸ / v.22, no.2, 2006³â, pp.55-68
GIS¸¦ ÀÌ¿ëÇÑ Áö¹Ý-Áö½Ä ±â¹Ý Áö¹Ý Á¤º¸È­ ½Ã½ºÅÛ ±¸Ãà ±â¹ýÀÇ °³¹ß ¹× Àû¿ë
( Development and Application of a Methodology to Build Geotechnical Information System Based on Geo-Knowledge Using GIS Technology )
¼±Ã¢±¹;Á¤Ãæ±â; Çѱ¹ÁöÁúÀÚ¿ø¿¬±¸¿ø ÁöÁø¿¬±¸¼¾ÅÍ;¼­¿ï´ëÇб³ Áö±¸È¯°æ½Ã½ºÅÛ°øÇкÎ;
 
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°ø°£ Áö¹Ý Á¤º¸ÀÇ ÇÕ¸®Àû ¿¹Ãø ¸ñÀûÀ¸·Î, ´ë»ó ¿¬±¸ Áö¿ªÀ» Æ÷ÇÔÇÏ´Â È®Àå Áö¿ª ¹× ÁöÇ¥¸é ÁöÁú ÀÚ·á ȹµæÀ» À§ÇÑ Ãß°¡ ºÎÁö Á¶»ç¶ó´Â »õ·Î¿î µÎ °³³äÀ» µµÀÔÇÏ¿© GIS ±â¹ý Åä´ëÀÇ Áö¹Ý-Áö½Ä ±â¹Ý Áö¹Ý Á¤º¸È­ ½Ã½ºÅÛ(GTIS) ±¸Ãà ±â¹ýÀ» °³¹ßÇÏ¿´´Ù. Áö¿ªÀû ¸ð¹ü Àû¿ë ¿¬±¸·Î¼­ÀÇ °æÁÖ Áö¿ª¿¡ ´ëÇÑ GTIS¸¦ ±¸ÃàÇϱâ À§ÇÏ¿© °³¹ßµÈ ±â¹ý¿¡ µû¶ó, ±âÁ¸ Áö¹Ý Á¶»ç ÀÚ·áÀÇ ¼öÁý°ú ¿¬±¸ ¸ñÀûÀÇ Áö¹Ý Á¶»ç°¡ ¼öÇàµÇ¾ú°í ÁöÇ¥ ÁöÃþ ÀÚ·á È®º¸¸¦ À§ÇÑ Ãß°¡ÀûÀÎ ºÎÁö ÁöÇ¥ Á¶»ç°¡ ½Ç½ÃµÇ¾ú´Ù. °æÁÖ Áö¿ªÀÇ Áö¹Ý-Áö½Ä ±â¹Ý GTIS ³»¿¡¼­ Áö±¸Åë°èÇÐÀû Å©¸®±ë ±â¹ýÀ» Àû¿ëÇÏ¿© È®Àå Áö¿ª¿¡ ´ëÇÑ °ø°£ ÁöÃþ Á¤º¸¸¦ ¿¹ÃøÇÏ¿´À¸¸ç, À̷κÎÅÍ ¿¬±¸ ´ë»ó Áö¿ªÀÇ °ø°£ ÁöÃþ Á¤º¸¸¦ ÃßÃâÇÏ¿´´Ù. »Ó¸¸ ¾Æ´Ï¶ó, Áö¹Ý °ü·Ã ½Ç¹«Àû Ȱ¿ë ¸ñÀûÀÇ ÁöÃþ µÎ²² ¹× ±â¹Ý¾Ï ½ÉµµÀÇ °ø°£ ºÐÆ÷ Áöµµ¸¦ ±¸ÃàÇÏ¿´´Ù. º» ¿¬±¸ÀÇ Áö¹Ý-Áö½Ä ±â¹Ý GTIS¿Í ÀϹÝÀûÀÎ Áö¹Ý°øÇÐÀû GIS¿ÍÀÇ ºñ±³ °á°ú, GTISÀÇ ¿ì¿ù¼ºÀ» Ç¥ÁØ ÆíÂ÷¿Í ÁöÁú Àü¹®°¡Àû ÆÇ´ÜÀ» ÅëÇØ È®ÀÎÇÏ¿´´Ù.
For the reliable prediction of spatial geotechnical data, a procedure to build the Geotechnical Information System (GTIS) based on geo-knowledge within the frame of GIS technology was developed by introducing a couple of new concepts of the extended area containing the study area and the additional site visit for acquiring surface geological data. To build the GTIS for Gyeongju as the case study of regional model application, intensive site investigations and pre-existing geotechnical data collections were performed and additional site visit was also carried out for acquiring surface geo-layer data in accordance with the developed procedure. Within the GTIS based on geo-knowledge for Gyeongiu area, the spatially distributed geo-layers across the extended area were predicted using the geostatistical kriging method and those for the study area were extracted. Furthermore, the spatial distribution maps for the thickess of geo-layers and the depth to bedrock were constructed for the practical use in geotechnical field. It was evaluated that the GTIS based on geo-knowledge developed in this study is superior to the conventional geotechnical GIS in terms of both the standard deviation and the geological expert judgment.
 
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Geo-knowledge;Geo-layer;Geostatistical kriging;Geotechnical Information System;GIS;Reliability estimation;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.22, no.2, 2006³â, pp.55-68
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200614222999496)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

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