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Çѱ¹Áö¹Ý°øÇÐȸ / v.3, no.4, 1987³â, pp.55-70
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º¸°ÅäÀÇ °Åµ¿Æ¯¼º°ú ±× À̿뿡 °üÇÑ °³¹ß¿¬±¸
( Development Study on the Behavior Characteristics and the Application of Reinforced Earth ) |
| ź´ÀÍ;·ù¿¬±æ; Á¤È¸¿ø, ÇѾç´ëÇб³;Á¤È¸¿ø, ÇѾç´ëÇб³ ´ëÇпø;
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| º¸°ÅäÀÇ ÀÌ¿ëÀº »õ·Î¿î °ÍÀÌ ¾Æ´ÏÁö¸¸, º¸°Åä Àç·áÀÇ °¸Æ ¹× ÀÀ·Â-º¯ÇüƯ¼º°ú °°Àº ¼ºÁú¿¡ °üÇÑ ÀÚ·á´Â ÃæºÐÇÏÁö ¸øÇÑ ½ÇÁ¤ÀÌ´Ù. º» ¿¬±¸¿¡¼´Â Ç¥ÁØ¸ð·¡¿Í º¸°Àç»çÀÌÀÇ ¸¶ÂûƯ¼º°ú ¾Ë·ç¹Ì´½ ¹ÚÆÇ ¹× Åä¸ñ¼¶À¯·Î ºÎ°ÇÑ °ÇÁ¶¸ð·¡ÀÇ °µµ ¹× ÀÀ·Â-º¯Çü °Åµ¿Æ¯¼ºÀ» ºñ±³ ½ÃÇèÇÑ °á°úÀÌ´Ù. ¶ÇÇÑ º¸°Åä ¼ºÁúÀ» ÀÌ¿ëÇÑ Åä¸ñ¼¶À¯ º¸°Åä ¼®ÃàÀÇ °³¹ß °¡´É¼ºÀ» Á¶»çÇϴµ¥ ÀÖ´Ù Åä¸ñ¼¶À¯¿¡ ÀÇÇÏ¿© »ó´çÇÑ Á¤µµÀÇ ¸ð·¡¿¡ ´ëÇÑ ÀÀ·Â-º¯Çü °Åµ¿Æ¯¼ºÀÌ °³¼±µÇ¾ú´Ù. ±× °á°ú Åä¸ñ ¼¶À¯ º¸°Åä ¼®ÃàÀÌ °³¹ßµÇ¾ú´Ù. º» ¿¬±¸ °á°ú·Î º¸°Åä ±¸Á¶¹°ÀÇ ÇÕ¸®Àû ¼³°è ¹× ½Ã°ø¹æ¹ý¿¡ ±¢ÇÑ ±âÃÊÀû ÀÚ·á·Î Ȱ¿ëÀÌ ±â´ë µÈ´Ù. |
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| The use of reinforced earth is not new. But available information on basic proper.ties like strength and deformation behavior of reinforced earth materials is not adequate. Therefore, tile purpose of this present investigation is first to research the frictional characteristics of the reinforcement and standard rand using a shear testing appratus. The second purpose of this articles are to report the results of comparison test on the strength and stress-strain behavior of a dry sand einforced with aluminium fcils and geotextiles under different confining pressures. Finally, the paper explores the possibility of geotextile reinforced earth masonry walls. It was observed that the stress-strain response of sand ai.e considerably improved by the introduction of geotextiles. The results of tests are used in developing the geotextile reinforced earth masonry walls. It is hoped that this paper will be helpful in providing the basic data for the rational design and construction methods of reinforced earth structures. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.3, no.4, 1987³â, pp.55-70
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198711920443115)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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