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1 ÓÈÃ÷Çì. ÑÒʯָÊýÐÍÇ¿¶È×¼ÔòÔÚÓ¦Á¦¿Õ¼äµÄÌØÕ÷. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2009, 28(8)£º1541¨C1551
2 ÓÈÃ÷Ç죬Ëճж«. É°ÑÒ¿×µÀÊÔÑùѹÀ­Ó¦Á¦ÏÂÇ¿¶ÈºÍÆÆ»µµÄÑо¿. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2010, 29(6)£º1096¨C1105
3 ÓÈÃ÷Çì. ÑÒʯǿ¶È×¼ÔòµÄÊýѧÐÎʽºÍ²ÎÊýÈ·¶¨µÄÑо¿. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2010, 29(11)£º2172¨C2184£¨EI **284£©
4 ÓÈÃ÷Ç죬³ÂÏòÀ×£¬Ëճж«. ¸ÉÔï¼°±¥Ë®ÑÒʯԲÅ̺ÍÔ²»·µÄ°ÍÎ÷ÅüÁÑÇ¿¶È. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2011, 30(3)£º464¨C472
5 ÓÈÃ÷Çì. µ¥²ÎÊýµÄÕýÔòÅ×ÎïÏß×¼Ôò. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2012, 31(8)£º1580-1586
6 ÓÈÃ÷Çì. ͳһǿ¶ÈÀíÂÛÓ¦ÓÃÓÚÑÒʯµÄÌÖÂÛ. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2013, 32(2)£º258-265
7 ÓÈÃ÷Çì. ÍêÕûÑÒʯµÄÇ¿¶ÈÓëÇ¿¶È×¼Ôò. ¸´µ©Ñ§±¨£¨×ÔÈ»¿Æѧ°æ£©£¬2013£¬52(5)£º569-582
8 ÓÈÃ÷Çì. Χѹ¶ÔÑÒʯÊÔÑùÇ¿¶ÈµÄÓ°Ïì¼°ÀëÉ¢ÐÔ. ÑÒʯÁ¦Ñ§Ó빤³Ìѧ±¨£¬2014, 33(5): 929-937
9 You M. Strength and failure of rock due to hydraulic fracture. In: Rock stress and earthquake. Xie F, ed. London: Taylor and Francis 2010. 185¨C188
10 You M. True-triaxial strength criteria for rock. International Journal of Rock Mechanics and Mining Sciences£¬2009£¬46(1)£º115¨C127.
11 You M. Mechanical characteristics of the exponential strength criterion under conventional triaxial stresses. International Journal of Rock Mechanics and Mining Sciences£¬2010£¬47 (2) £º195¨C204
12 You M. Comparison of the accuracy of some conventional triaxial strength criteria for intact rock. International Journal of Rock Mechanics and Mining Sciences£¬ 2011£¬48 (5)£º852¨C863
13 You M. Comparison of two true-triaxial strength criteria. International Journal of Rock Mechanics and Mining Sciences, 2012, 54: 114-124
14 You M. Three independent parameters to describe conventional triaxial compression strength of intact rocks. Journal of Rock Mechanics and Geotechnical Engineering, 2010, 2 (4): 350¨C356
15 You M. Strength and damage of marble in ductile failure. Journal of Rock Mechanics and Geotechnical Engineering, 2011, 3 (2): 161¨C166
16 You M. Discussion on ¡°A generalized three-dimensional failure criterion for rock masses¡±. Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5 (5): 412-416
17 ÓÈÃ÷Çì. ¹ØÓÚʨ×ÓÅÌÇòÁ¦Ñ§Ô­ÀíµÄ×¢¼Ç.´óѧÎïÀí£¬2010, 29(6)£º12-14
18 ÓÈÃ÷Çì. ʨ×ÓÅÌÇòÖеŦÄÜת»»¹Øϵ. ºÓÄÏÀí¹¤´óѧѧ±¨£¬2011, 30(1)£º121-124
19 ÓÈÃ÷Çì. ¹ØÓÚµ´ÇïǧÁ¦Ñ§Ô­ÀíµÄÒ»¸ö×¢¼Ç. Á¦Ñ§Óëʵ¼ù£¬2010, 32(3)£º136
20 ÓÈÃ÷Çì. ÖÜÆÚÈŶ¯ÒýÆðµÄÎïÌåµ¥ÏòÔ˶¯. Á¦Ñ§Óëʵ¼ù£¬2010, 32(4)£º117-118
21 ÓÈÃ÷Çì. ¹ØÓڱⵣÌôÔËÁ¦Ñ§Ô­ÀíµÄ×¢¼Ç. Á¦Ñ§Óëʵ¼ù£¬2011, 33(4)£º87-89
22 ÓÈÃ÷Çì. ·ÉʯϵÉþµÄÁ¦Ñ§·ÖÎö. Á¦Ñ§Óëʵ¼ù£¬2011, 33(5)£º93-94
23 ÓÈÃ÷Çì. ¶ÔǦÇò×î¼ÑÅ׽ǵÄÌÖÂÛ. Á¦Ñ§Óëʵ¼ù£¬2013,35(1): 67-68
24 ÓÈÃ÷Çì. ÍÑÁ£ºÍÈíÆѵÄÖ±ÀâµíØ. Á¦Ñ§Óëʵ¼ù£¬2013, 35(6)£º110-112
25 ÓÈÃ÷Çì. ´òÁ¬¼ÏµÄ¶¯×÷˵Ã÷. Á¦Ñ§Óëʵ¼ù£¬2014, 36(1)£º120-121
26 ÓÈÃ÷Çì. ¹ØÓÚÄë×ÓÁ¦Ñ§Ô­ÀíµÄ×¢¼Ç. Á¦Ñ§Óëʵ¼ù£¬2014, 36(3)£º373-376