ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶Ë

ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶Ë
ѧԺÐÂÎÅ
µ±Ç°Î»Ö㺠Ê×Ò³>>ÕýÎÄ
ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶ËµÚÒ»½ìÑÒʯÁ¦Ñ§Ó빤³ÌרÌâ¹ú¼ÊѧÊõɳÁú³É¹¦¾Ù°ì
2022-06-05 16:28  


Ϊ½øÒ»²½ÌáÉýÑо¿ÉúÅàÑøÖÊÁ¿£¬¿ªÍØË¼Î¬ºÍÑ۽磬²¢¼ÓÇ¿Óë¹ú¼Ê¼äµÄѧÊõ½»Á÷¡£2022Äê6ÔÂ4ÈÕÉÏÎ磬¡°ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶ËµÚÒ»½ìÑÒʯÁ¦Ñ§Ó빤³ÌרÌâ¹ú¼ÊѧÊõɳÁú¡±ÓÚTeamsÏßÉÏÆ½Ì¨¾ÙÐС£

±¾´ÎѧÊõɳÁúÒÔË®ÀûË®µçÑÒÍÁ¹¤³Ì±³¾°Ñ§ÊõÎÊÌâΪ³ö·¢µã£¬ÓÉÑDz«È«Õ¾ÊÖ»ú¿Í»§¶ËÖ÷°ì£¬´Ë´ÎѧÊõɳÁúÑûÇëÁ˶íÂÞ˹×ÔÈ»¿ÆÑ§ÔºÔºÊ¿Vladimir V. Makarov½ÌÊÚ¡¢Ó¡¶È°ÍÄÉÌØ¹ú¼ÒÀí¹¤´óѧPijush Samui½ÌÊÚ¡¢±±¾©¿Æ¼¼´óѧÀîÔ¶½ÌÊÚÒÔ¼°ºÓ±±¹¤³Ì´óѧËÞ»Ô½ÌÊÚ×öÖ÷Ìⱨ¸æ£¬À´×Ô¶íÂÞ˹Զ¶«Áª°î´óѧµÈÏà¹Ø¸ßУ½ÌʦÓëѧÉú40ÓàÈË£¬²ÎÓë´Ë´ÎѧÊõ½»Á÷¡£Ñ§ÕßÃÇÎ§ÈÆ¡°¸ßµØÓ¦Á¦ÑÒʯÁ¦Ñ§ÎÊÌ⡱¡¢¡°ÖÇÄÜÑÒʯÁ¦Ñ§µÄÑо¿ÓëÓ¦Óᱡ¢¡°µØÓ¦Á¦²âÁ¿¼¼Êõ¼°PMCÄ£ÐÍ¡±ÒÔ¼°¡°¸ßÑÒζ´ÊÒíÅ-ÑÒ½º½áÃæµÄÁ¦Ñ§ÐÔÄÜÑо¿¡±µÈ·½Ãæ×÷Á˾«²ÊµÄÖ÷Ìⱨ¸æ¡£´ó¼ÒÅÔÕ÷²©Òý¡¢¸÷Ê㼺¼û¡¢»ý¼«½»Á÷£¬½«´Ë´Î»î¶¯ÍÆÏò¸ß³±¡£

 


ËÞ»Ô½ÌÊÚÊ×ÏÈÏò¹ú¼Êר¼Ò½éÉÜÁ˺ӱ±¹¤³Ì´óѧµÄ»ù±¾¸Å¿ö¼°°ìÑ§ÌØÉ«ÓëÓÅÊÆ£¬´Ù½ø¸÷¹ú¸ßУ¼äµÄÏ໥Á˽âÓëÔö½øÓÑÒ֮꣬ºó×÷ÁËÌâΪ"Study on Concrete - Rock Bonding Performance of High Rock Temperature Tunnel"µÄ»ã±¨¡£Ö÷Òª¾Í¡°¸ßÑÒζÔΧÑÒ¼°»ìÄýÍÁÐÔÄÜÓ°Ï족¼°¡°¸ßµØÎ¶ÔΧÑÒ-ÅçíÅÕ³½áÇ¿¶ÈÓ°Ï족Á½²¿·Ö½øÐÐÁËÏêϸ²ûÊö£¬Ö÷ÒªµÃ³öËĵã½áÂÛ£º¸ßµØÎ¶ÔÑÒʯÎïÀíÁ¦Ñ§ÐÔÄÜÓ°Ïì½ÏС£»µ±ÑÒθßÓÚ60¡ãCʱ¶Ô»ìÄýÍÁÔçÆÚÇ¿¶ÈÓнϴóÓ°Ï죻ÅçÉä»ìÄýÍÁÓëΧÑÒ¼äµÄð¤½áÇ¿¶ÈÓëÑÒ°åζÈ¡¢»·¾³Êª¶ÈÓйأ»¸ßÑÒÎÂÏÂÅçÉä»ìÄýÍÁð¤½áÇ¿¶ÈÓÐËæÁäÆÚµ¹ËõÏÖÏó¡£

 

 

Vladimir V. Makarov½ÌÊÚ×÷ÁËÌâΪ"Geomechanics of Highly Stressed and rock Masses: Base Principals"µÄ»ã±¨£¬Ö÷Òª¶Ô¡°¸ßÓ¦Á¦ºÍÑÒÌåµÄµØÖÊÁ¦Ñ§:»ù±¾Ô­Àí¡±½øÐÐÁ˲ûÊö¡£Ìá³öÒ»ÖÖµØÑ§Ã½½éµÄ·Çŷʽ²ã¼¶Ô­Ôò£¬¼´¡°Ç¿Ñ¹ËõÑÒÌ嵨ÖÊÁ¦Ñ§¡±µÄÖ÷ÒªÔ­ÔòÊǵØÖÊýÌåµÄ·ÇÅ·¼¸ÀïÑDzã´ÎÔ­Ôò£¬¼´Ó÷ÇÅ·¼¸ÀïÑǶÈÁ¿À´´úÌæ¿é×´²ã´ÎµÄ½éÖÊ£¬ÆäÖнṹ²ã´Î(Ä£ÐÍ)Ö®¼äµÄת»»ÊÇÓÉÖÐ-ºê¹Û-Öй۹ý³ÌµÄÒ»¸ö×¼Ôò¶ÔÓ¦Ìõ¼þÀ´¶¨ÒåµÄ¡£

WRC0PP28LX03(%%_IYTBBMW S]`1IP9CLECO~[]8QHA]W5L

 

Y8T0F2T3N00AIZ%L[Y$4J{J _PX`L~IQZRZL2KGXAM53Q10

 

ÀîÔ¶½ÌÊÚ×÷ÁËÌâΪ"Research of In-situ stress measurement and PMC model"µÄ»ã±¨£¬Ö÷Òª¶ÔµØÓ¦Á¦²âÁ¿ÓëPMCÄ£ÐÍÑо¿¹¤×÷½øÐÐÁ˽²½â¡£Éè¼ÆµÄíÏÊÒÌå¿É½øÐÐË«Ïò¸ßÓ¦Á¦¼ÓѹÊÔÑ飬ÆäíÏÊÒÌå×î´ó³ÐÊÜѹÁ¦Îª400MPa£¨ÊÔÑéѹÁ¦²»´óÓÚ200MPa£©£¬ÀîÔ¶ÍŶÓÔøÔÚ2021Äê½øÐÐ120MpaµÄ¸ßÓ¦Á¦ÊÔÑ飻²¢¶ÔÒÇÆ÷²ÕÌå½øÐÐÁËPMCÄ£Ð͸ĽøÉè¼Æ£¬Ê¹Æä³ÐÊÜ400MPa£¨ÊÔÑéѹÁ¦²»´óÓÚ200MPa£©µÄ×î´óÄÚ²¿Ë®Ñ¹¡£²âÊÔһϵÁвÄÁÏ£¨¾Û°±õ¥¡¢Ì¼ÏËάÏ𽺡¢¸´ºÏÏ𽺣©£¬×îÖÕ¾ö¶¨²ÉÓÃ̼ÏËά¸´ºÏ²ÄÁÏ£»¼ÓѹÅòÈóÍÁÓÃ×÷¸ß¼¶±ðºË·ÏÁÏ´¦ÀíÑо¿µÄ»º³åºÍ»ØÌî²ÄÁÏ¡£

 

AHO$X6B2S@G9HKGT[FY_0CY [$~[BJDBFDPXG@CZ[O3[B8W

 

}1MO`7LVL@R([{KTFAU7YFA [E8TLTRXS0%508G7NVXFAPN

 

Pijush Samui½ÌÊÚ×÷ÁËÌâΪ"Artificial Intelligence In Rock Engineering"µÄ»ã±¨£¬Ö÷Òª¾ÍÑÒʯ¹¤³ÌÖеÄÈ˹¤ÖÇÄܽøÐÐÁ˲ûÊö¡£ÆäÖ÷ÒªµÃ³öÒÔϾßÓÐʵ¼Ê¹¤³ÌÒâÒåµÄ½áÂÛÓУºÈ˹¤ÖÇÄÜAIµÄÐÔÄÜÊÇÊý¾ÝÌØ¶¨µÄ£»Ó¦ÉîÈë·ÖÎöÂÁµÄ½á¹û£¬¸ù¾Ýʵ¼ù¾­Ñé×ö³ö¾ö²ß£»´ËÍâAIÄ£ÐÍ¿ÉÒÔ½µµÍ¹¤³ÌÔì¼Û¡£

12]NE2RIG3L}G(8~F{`O[V0O4]IZ}%YK2`RL1FN55OMVZT

RZ49JE4H@D8TB4IOI(SBBQNS3H)`DSCFZCRI%PUUGDTJWR

 

×îºó£¬»áÒéÖ÷³ÖÈ˺ú±¦ÎIJ©Ê¿ÔٴθÐл´ó¼Ò»ý¼«²ÎÓë´Ë´Î»î¶¯£¬²¢Ï£ÍûÒÔºóɳÁú»î¶¯Äܹ»´ø¸ø´ó¼Ò¸ü¶àµÄ°ïÖúºÍ˼¿¼¡£Óë»áѧÕßÒ²±íʾ£¬´Ë´ÎѧÊõɳÁúʹ´ó¼ÒÍØ¿íÁËÊÓÒ°£¬¼¤·¢ÁËÁé¸Ð£¬ÊÕ»ñÆÄ¶à¡£×îºó´Ë´ÎѧÊõɳÁú»î¶¯ÔÚÈÈÁ񵀮ø·ÕÖÐÔ²ÂúÂäÏÂá¡Ä»¡£

 

¡¾¹Ø±Õ´°¿Ú¡¿

°æÈ¨ËùÓÐ ?ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶Ë ¼½ICP±¸05002799ºÅ
Copyright ? 2017 shuidian.hebeu.edu.cn All Rights Reserved.

µØÖ·: ºÓ±±Ê¡ºªµ¦¾­¼Ã¼¼Êõ¿ª·¢ÇøÌ«¼«Â·19ºÅ Óʱà: 056038


ÍøÕ¾·ÃÎÊÁ¿£º
ÑDz«È«Õ¾ÊÖ»ú¿Í»§¶Ë£¨Öйú£©¿Ø¹ÉÓÐÏÞ¹«Ë¾