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Çѱ¹Áö¹Ý°øÇÐȸ / v.22, no.11, 2006³â, pp.143-149
Ç¥Ãþ/½ÉÃþÈ¥ÇÕó¸®¿ë ±¼ÆÐ°¢ °íÈ­ÀçÀÇ °íÈ­¼º´É Æò°¡
( Stabilizing Capability of Oyster Shell Binder for Soft Ground Treatment )
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An experimental study was carried out to investigate the stabilizing capability of oyster shell binder, which was developed using waste oyster shell inducing environmental pollutions by piling up out at the open or the temporary reclamation. The purpose of this paper is to compare stabilinzing capability of oyster shell binder and cement binder with treated soils. For this, a series of compressive laboratory tests were peformed to evaluate strength characteristics of treated soils by both oyster shell binder and cement binder with varing water content of dredged soils, different mixing rates of binder and curing days. Based on test results, eco-friendly binder manufactured by oyster shells showed more stabilizing capacity than cement binder and is estimated as good resource materials for soft soil improvements.
 
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Binder;Cement;Dredged soil;Oyster shell;Soil;Stabilizing agent;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.22, no.11, 2006³â, pp.143-149
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200604623520388)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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