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Çѱ¹Áö¹Ý°øÇÐȸ / v.11, no.3, 1995³â, pp.27-36
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Geogrid·Î º¸°µÈ Á¡ÅäÁö¹Ý¿¡ ÃàÁ¶µÈ ´ë»ó±âÃÊÀÇ ¹Ýº¹ÇÏÁßÇÏ¿¡¼ÀÇ Ä§Çϰŵ¿
( Settlement Behavior of Strip Foundation on Geogrid Reinforced Clay under Cyclic Loading ) |
| ½ÅÀºÃ¶;´Ù½ººê¶óÁö¾Ú; Á¤È¸¿ø, ÀÎõ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;;
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| Áö¿ÀÈ帮µå·Î º¸°µÈ Æ÷ÈÁ¡Åä»ó¿¡ ÃàÁ¶µÈ ÁÙ±âÃʰ¡ ³·Àº ºóµµÀÇ ¹Ýº¹ÇÏÁßÀ» ¹Þ¾ÒÀ»½Ã ¹ß»ý µÇ´Â ¿±¸Ä§ÇÏ·®À» »êÁ¤ÇϱâÀ§ÇÑ ½Ç³»¸ðÇü ½ÇÇèÀ» ½Ç½ÃÇÏ¿´´Ù. ½ÇÇèÀ» ½Ç½ÃÇÏ´Â °úÁ¤¿¡¼ Ãʱ⠴ܰ迡´Â ±âÃÊ¿¡ Çã¿ëÁ¤Àû ÇÏÁßÀ» °¡ÇÏ¿´°í ¿¬¼ÓÀûÀ¸·Î ¹Ýº¹ÇÏÁßÀ» °¡ÇÏ¿´´Ù. Á¤ÀûÇÏÁß°ú ¹Ýº¹ ÇÏÁß°µµ¿¡ µû¸¥ ±âÃÊÀÇ Ãִ뿵±¸Ä§ÇÏ·®¿¡ °üÇÏ¿© ±â¼úÇÏ¿´´Ù. |
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| Laboratory model tests to determine the permanent settlement of a surface strip foundati on supported by geogrid -reinforced saturated clay and subjected to a low -frequency cyclic load were performed. In conducting the test, the foundation was initially subjected to an allowable static load. The cyclic load was then super -imposed over the static load. The variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load are also presented. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.11, no.3, 1995³â, pp.27-36
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511920446078)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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