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  • ›Á‰lC¬‚–ÒŽiC—›Œ\‘¾Fu‰Íì’ç–h”ó–åŽü•Ó’n”Õ“à‚Ì‚ä‚é‚ݗ̈æ‚â‹ó“´‚̐¶¬E”­’B‚ÉŠÖ‚·‚é–ÍŒ^ŽÀŒ±vC‰Íì‹Zp˜_•¶WC‘æ21™ÉCpp.395-400C2015.
  • ¬‚–ÒŽiC—›Œ\‘¾C›Á‰lFu‰Íì\‘¢•¨Žü•Ó’ç–h‚É‚¨‚¯‚é‹ó“´‚¨‚æ‚Ñ‚ä‚é‚ݗ̈æ‚Ì”­¶E”­’B‚ÉŠÖ‚·‚éŽÀŒ±“IŒŸ“¢vC’n”ՍHŠw‰ï‰ïŽC•ñCVo.63, No.9, pp.22-25C2015.
  • ¬‚–ÒŽiC—› Œ\‘¾C–ì“c—˜OC‹gì‚LC›Á ‰lFuŽÀ‰Íì’ç–h‚ւ̃Œƒxƒ‹‚Q’nk‰ž“š‰ðÍ‚Ì“K—pvC’n”ՍHŠw‰ï‰ïŽC•ñCVo.63, No.10, pp.28-31, 2015.
  • T. Kodaka, Y. Cui, K.-T. Lee, Y. Kobayashi and Y. Wu: gEvaluation of strength coefficients of sandy levee soils under various triaxial test conditionsh Proceedings of the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, JPN-088, 2015.
  • ¬‚–ÒŽiC›Á@‰lC—› Œ\‘¾CŒ“¼—SŽuC¬—Ñ–FŽ÷FŽOŽ²ŽŽŒ±‚ÌŽŽŒ±ðŒ‚ª‰Íì’ç–h“y‚Ì‹­“x’萔‚É‹y‚Ú‚·‰e‹¿‰Íì‹Zp˜_•¶WC‘æ19 ™ÉCpp.81-87, 2013.
  • ¬‚–ÒŽiC›Á@‰lC¬—Ñ–FŽ÷CŒ“¼—SŽuC—›Œ\‘¾F‰Íì’ç–h»‚̍\‘¢‚Ì’ö“x‚ª—ÍŠw“Á«‚Ì•]‰¿‚É‹y‚Ú‚·‰e‹¿C‰Íì‹Zp˜_•¶WC‘æ18Šª, pp.339-344, 2012.
  • X@—ÁC¬‚–ÒŽiCŒ“¼—SŽuFÄ\¬‹ŸŽŽ‘̍쐻Žž‚̊ܐ…”䂪âI¬‚¶‚荻‚Ì—ÍŠw“Á«‚É‹y‚Ú‚·‰e‹¿C’n”Սޗ¿ŽŽŒ±E’n”Õ’²¸‚̐¸“x‚Ƃ΂ç‚‚«‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€˜_•¶WCpp.169-172, 2012.
  • ‹g“cŒ«ŽjC¬‚–ÒŽiCŽOD’¼•ãC•Ÿ‘òGŽ÷F”S«“y‚Ì’†‹ó‚Ë‚¶‚肹‚ñ’fŽŽŒ±‚É‚¨‚¯‚é’[–Ê–€ŽC‚Æ‹ŸŽŽ‘̐¡–@‚ÉŠÖ‚·‚錟“¢C’n”Սޗ¿ŽŽŒ±E’n”Õ’²¸‚̐¸“x‚Ƃ΂ç‚‚«‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€˜_•¶WCpp.169-172, 2012.

    yaŒû“ÖŽqz

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