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Çѱ¹Áö¹Ý°øÇÐȸ / v.3, no.1, 1987³â, pp.25-38
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( Prediction of Driving Stresses in Piles )
Áøº´ÀÍ;ȲÁ¤±Ô; Á¤È¸¿ø, ÇѾç´ëÇб³ °ø°ú´ëÇÐ;Á¤È¸¿ø, È«ÀÍ´ëÇб³ °ø°ú´ëÇÐ;
 
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ÇןÀÀ·ÂÀÇ ÃßÁ¤Àº ¸»¶Ò¹Ú±â ÇØ¸ÓÀÇ ¼±Á¤, ±â¼º¸»¶ÒÀÇ ¼³°è, ¸»¶Ò¹Ú±â °¡´É¼ºÀÇ ÆÇ´Ü ¹× ¸»¶Ò¹Ú±â ½Ã¹æ¼­ÀÇ °¢¼º¿¡ ÇÊ¿ä ºÒ°¡°áÇÏ´Ù. ±×·¯³ª, ÇöÀç »ç¿ëµÇ°í ÀÖ´Â NewtonÀÇ Ãæ°ÝÀ̷п¡ ÀÇÇÑ °æÅ¸°ø½ÄµéÀº ÅäÁúÀ̳ª ÇØ¸ÓÀÇ ¿ë·®¿¡ µû¶ó ³ª¸§µ¥·Î °áÇÔÀ» °®°í ÀÖÀ¸¸ç, ÆÄµ¿¹æÁ¤½Ä¿¡ ÀÇÇÏ¿© ÇØ¼®µÈ ¼öÄ¡ÇØ¼®¹ýÀº ´ëÇüÄÄÇ»Å͸¦ »ç¿ëÇÏ ¿©¾ß ÇÏ°í ¸î°¡ÁöÀÇ ÅäÁúÁ¤¼ö¸¦ °¡Á¤¿¡ ÀÇÇÏ¿© ÀÔ·ÂÇÏ´Â °Í°ú ¸»¶ÒÀ» Ÿ°ÝÇÒ ¶§¸¶´Ù ´©ÀûµÇ´Â ÀÜÀç ÀÀ·ÂÀ» °í·ÁÇÏÁö ¾Ê´Â µîÀÇ ÀÌÀ¯·Î Áï½ÃÃßÁ¤¿¡´Â Á¦¾àÀÌ µû¸£°í ¿ÀÂ÷°¡ ´©ÀûµÇ´Â °á°ú¸¦ ÃÊ·¡ÇÒ ¼ö ÀÖÀ¸¸ç, ¶Ç ÇÑÆí, °è±â¿¡ ÀÇÇÏ¿© ÇןÀÀ·ÂÀ» ½ÇÃøÇÏ´Â °ÍÀº ¸¹Àº ºñ¿ë°ú ½Ã°£ÀÌ ¼Ò¿äµÈ´Ù. ±×·¯¹Ç·Î, º» ¿¬±¸¿¡¼­´Â ÇןÀÀ·ÂÀ» ÆÄµ¿ÀÌ·Ð ¹× ¸»¶ÒÀÇ ÀÜ·ùÀÀ·Â¿¡ ÀÇÇÏ¿© ÇןÀÀ·Â¿¡ °¡Àå Å©°Ô ¿µÇâÀ» ¹ÌÄ¡´Â º¯¼öµéÀ» °í·ÁÇÏ¿© ÇØ¼®ÇÏ¹Ç·Î½á ´ëÇüÄÄÇ»Å͸¦ »ç¿ëÇÒ ¼ö ¾ø´Â ÇöÀå¿¡¼­ ¸»¶ÒÀÇ ÀüÀå¿¡ °ÉÃÄ ÇןÀÀ·ÂÀ» ÃßÁ¤ÇÒ ¼ö ÀÖ´Â °£ÆíÇÑ »êÃâ½ÄÀ» Á¦½ÃÇϰí, ÀÌÀÇ ½Å·Ú¼ºÀ» °íÂûÇÏ¿´´Ù.
The prediction of driving stresses in piles is necessary for optimum selection of driving hammers, better design of precast piles, enact assessment of drivabilities and complete description of piling specifications. However, the existing pile-driving formulas based on the theory of Newtonian impact have some defects and shortcomings; the numerical method by the wave equation analysis using electronic computer usually Involves various uncertainties and limitations which can yield erroneous outcomes because it employs soil constants of which the nature is unknown as essential parameters and ignores the effect of residual stresses set up in the pile .after each hammer blow; and the electronic measuring technique needs extra time and expense. The method developed herein is presented for the purpose of giving field engineers a reliable and convenient analytical procedure for the prediction of driving stresses along the full length of pile using the most effetive parameters without resort to electronic computer. This method is based on the fundamental mechanics of stress waves in elastic rods and takes into account the effect of residual stresses induced by reversed friction in piles.
 
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.3, no.1, 1987³â, pp.25-38
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198711920442843)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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