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Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.10, 2008³â, pp.57-70
ÄܰüÀÔ½ÃÇè°á°ú¸¦ ÀÌ¿ëÇÑ »õ·Î¿î ÈëºÐ·ù ¹æ¹ýÀÇ °³¹ß
( New Soil Classification System Using Cone Penetration Test )
±èÂùÈ«;ÀÓÁ¾Ã¶;±è¿µ»ó;ÁÖ³ë¾Æ; (ÁÖ)µ¿¾ÆÁöÁú;ºÎ»ê´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;Àü³²´ëÇб³ °ø°ú´ëÇÐ °Ç¼³È¯°æ°øÇкÎ;Àü³²´ëÇб³ °ø°ú´ëÇÐ °Ç¼³È¯°æ°øÇкÎ;
 
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The advantage of piezocone penetration test is a guarantee of continuous data, which is a source of reliable interpretation of target soil layer. Many researches have been carried out f3r several decades and several classification charts have been developed to classify in-situ soil from the cone penetration test result. Since most present classification charts or methods were developed based on the data which were compiled over the world except Korea, they should be verified to be feasible for Korean soil. Furthermore, sometimes their charts provide different soil classification results according to the different input parameters. However, unfortunately, revision of those charts is quite difficult or almost impossible. In this research a new soil classification model is proposed by using fuzzy C-mean clustering and neuro-fuzzy theory based on the 5371 CPT results and soil logging results compiled from 17 local sites around Korea. Proposed neuro-fuzzy soil classification model was verified by comparing the classification results f3r new data, which were not used during learning process of neuro-fuzzy model, with real soil log. Efficiency of proposed neuro-fuzzy model was compared with other soft computing classification models and Robertson method for new data.
 
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Fuzzy C-mean clustering;Neuro-Fuzzy;Piezocone;Soil classification;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.10, 2008³â, pp.57-70
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200800557077753)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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