|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.9, 2010³â, pp.47-58
|
±×¶ó¿ìÆÃ°ø¹ýÀÇ ÃÖÀû ÁÖÀÔºñ¿Í °µµ¿¡ °üÇÑ ¿¬±¸
( A Study on the Injection Efficiency and Strength for Grouting Method ) |
| ±è»óȯ;±èűÕ;ÃÖÁ¦ÀÎ;ÀÓ±â¿î; È£¼´ëÇб³ Åä¸ñ°øÇаú;°Ç±¹´ëÇб³ Åä¸ñ°øÇаú;¸íº¸»ê¾÷°³¹ß(ÁÖ);(ÁÖ)µµÈÁ¾ÇÕ±â¼ú°ø»ç;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ³í¹®¿¡¼´Â 2.0 Shot ¹æ½ÄÀÇ ÃÖÀû ÁÖÀÔºñ¸¦ »êÁ¤Çϰí ÀÌ¿¡ ´ëÇÑ ÁÖÀԽð£°ú °µµ¿¡ ´ëÇÑ °ËÁõÀ» ½Ç½ÃÇÏ¿´´Ù. µû¶ó¼ º» ¿¬±¸¸¦ ¼öÇàÇϱâ À§ÇÏ¿© À¯Á¦°Åµ¿ Áö¹è¹æÁ¤½ÄÀ» ÀÌ¿ëÇÏ¿© ÃÖÀû ÁÖÀÔºñ¸¦ »êÁ¤Çϰí ÀÌ¿¡ ´ëÇÑ ½Ç³»½ÇÇè°ú ÇöÀå½ÇÇèÀ» ½Ç½ÃÇÏ¿´´Ù. ½Ç³»½ÇÇèÀº ÁÖÀÔºñÀÇ º¯È¿¡ µû¸¥ ÁÖÀԽð£ÀÇ ºñ±³, Àç·É°ú °ø±ØºñÀÇ º¯È¿¡ µû¸¥ °µµ Ư¼ºÀ» ¿¹ÃøÇϱâ À§ÇÑ È£¸ð°Ö°ú »÷µå°ÖÀÇ °µµ½ÇÇèÀ¸·Î ±¸ºÐÇÏ¿© ½Ç½ÃÇÏ¿´´Ù. ¿¬±¸°á°ú 2.0 Shot ¹æ½ÄÀÇ ÃÖÀû ÁÖÀÔºñ´Â 1:2 ÀÏ °æ¿ì ħÅõ°¡ °¡Àå È¿À²ÀûÀ¸·Î ³ªÅ¸³µ´Ù. °µµ ½ÇÇè¿¡¼µµ ´Ù¸¥ ÁÖÀÔºñ¿¡ ºñÇØ ÃÖÀû ÁÖÀÔºñ°¡ Å« °µµ¸¦ ¹ßÇöÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ¶ÇÇÑ ÇöÀå½ÇÇèÀ» ÅëÇÏ¿© ÇöÀå¿¡¼µµ ³ôÀº °µµ°¡ ¹ßÇöµÉ °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. |
|
| This paper presents the injection efficiency of 2.0 shot system which was verified by strength and injection time. In order to perform this study, laboratory model tests and field tests are carried out. The laboratory model tests consist of the test of injection time for verifying the injection ratio, and the tests of homo-gel and sand-gel strengths for estimating the characteristic of strength. It is found that the injection ratio of 1:2 shows the best seepage into the ground. The results of the strengths are also larger than other injection ratio. The large strength will also be expressed by field tests at construction site. |
| |
| Ű¿öµå |
| Grouting;Homo-gel;Injection efficiency;Reinforcement of ground;Sand-gel; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.26, no.9, 2010³â, pp.47-58
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201009654401123)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|