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Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.6, 2000³â, pp.127-139
ÅͳΠ½Ã°ø Áß º¸°­°ø¹ý ¼±Àü¿ë ÆÛÁö Àü¹®°¡ ½Ã½ºÅÛ °³¹ß
( Development of the Fuzzy Expert System for the Reinforcement of Tunels during Construction )
±èâ¿ë;¹ÚÄ¡Çö;¹è±ÔÁø;È«¼º¿Ï;¿À¸í·Ä; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¿¬±¸¿ø;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼ö¼®¿¬±¸¿ø;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¿¬±¸¿øÀ§¿ø;»ï¼º¹°»ê(ÁÖ) °Ç¼³ºÎ¹® Åä¸ñ°ø»çÆÀ ÆÀÀå;
 
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In the study, an expert system was developed to predict the safety of tunnel and select proper tunnel reinforcement system using fuzzy quantification theory and fuzzy inference rule based on tunnel information database, For this development, many tunnelling sites were investigated and the applied countermeasures were studied after building tunnel database. There will be benefit for the deciding tunnel reinforcement method in the case of poor ground condition. The expert system developed in the study has two main parts, pre-module and post-module. Pre-module is used to decide input items of tunnel information based on the tunnel face mapping information which can be easily obtained in in-situ site. Then, using fuzzy quantification theory II, fuzzy membership function is composed and tunnel safety level is inferred through this membership function. Post-module is used to infer the applicability of each reinforcement methods according to the face level. The result of the predicted reinforcement system level was similar to measured ones. In-situ data were obtained in three tunnel sites including subway tunnel under Han River. Therefore, this system will be helpful to make the mose of in-situ data available and suggest proper applicability of tunnel reinforcement system to development more resonable tunnel support method without dependance of some experienced experts opinions.
 
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Expert system;Fuzzy theory;Tunnel reinforcement;Tunnel construction;Safety evaluation;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.6, 2000³â, pp.127-139
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920783012)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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