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Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.6, 2000³â, pp.87-95
À缺ÇüµÈ ´Ü¼¶À¯ º¸°­Á¡ÅäÀÇ ±¸¼º°ú º¸°­È¿°ú
( Composition and Peinforcing Effect of Remolded Short Fiber Reinforced Clay )
¹Ú¿µ°ï;À庴¿í; Çѱ¹Ã¶µµ±â¼ú¿¬±¸¿ø;¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ »ý¹°ÀÚ¿ø°øÇкÎ;
 
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A series of consolidated undrained triaxial compression testes were performed to increase field applications of soil admixtures mixed with short fiber. Kaolin clay and three types of fiber were selected and auto cutter was used to obtain reliable length of fibers. Remolded soil specimens were tested for obtaining the basic data to be applied to the reinforcement of soft clay, embankment or barrier and clay liner of wastes landfill etc. Conversion equations from weight to volume of clay mixed with short fiber are introduced and relationships between fiber content and fiber concentration are derived. It is found that reinforcing effect by aspect ratio and mixing ratio of short fiber decreases as confining pressure increases. The best efficient reinforcing effect is given at the aspect ratio of 80~120 and the fiber content of 1.2%~2.4% and the fiber diameter of 0.27mm.
 
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Short fiber;Reinforcement;Reinforcing effect;Remolded clay;Triaxial test;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.6, 2000³â, pp.87-95
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920782170)
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