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‹ž“s‘åŠw@‘åŠw‰@HŠwŒ¤‹†‰È@ŽÐ‰ïŠî”ՍHŠwêU

’n”Õ—ÍŠwuÀ@’n”Õ—ÍŠw•ª–ì@–Ø‘ºŒ¤‹†Žº

Œ¤‹†”­•\CONFERENCE

Œ¤‹†”­•\

2018”N“x

2018.11.22`24 31th KKHTCNN -Kyoto-@@@@@@@@@@@@@@@@@@•ñ‘
–ØŒË —²”V—S
Relationship between pore volume and degre of saturation in partially saturated sand using Voronoi tessellation
‹{ú± —S•ã
2D-FE analysis of seismic behavior in culvert longitudinal direction of precast arch culverts considering structural connectivity
–Ø‘º ƒŽu
Visualization of pull-out behavior of reinforcement material under various triaxial stress conditions by X-ray CT and image correlation
‘ê ãĔn
Centrifuge model tests on mechanical behavior of steel pipe sheet pile foundation under lateral loading
“cŒE ‹Ä
Numerical simulation of internal erosion during gas production from methane hydrate-bearing sediments
Darmanto Budi Luhur
Dynamic performance analysis of multiple two-hinged precast arch culvert subjected to The 1995 Great Hanshin earthquake motion
y—DG”­•\ŽÒÜz
Teshounkong Agendia
Assessment of liquefaction strength of soil considering air bubble injection as a countermeasure
Sawadogo Christian
A study of belled pile design comparison of centrifuge model tests and FEM analysis on uplift capacity


2018.11.29`30 ‘æ28‰ñƒgƒ“ƒlƒ‹HŠwŒ¤‹†”­•\‰ï@-“Œ‹ž-@@@@@@•ñ‘
¬¼ Š@
Ž–‘O’nŽR‰ü—ǍH‚̉ü—ÇŒ`ó‚ª¬“y”í‚èƒgƒ“ƒlƒ‹‚Ì’nkŽž‹““®‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†


2018.10.18`19 ‘æ13‰ñ’n”Õ‰ü—ǃVƒ“ƒ|ƒWƒEƒ€@-“Œ‹ž-@@@@@@•ñ‘
–Ø“c ãĕ½
ŒÃŽ†‚ðŒ´—¿‚Æ‚·‚é”÷×•²‘Ì‚ð—p‚¢‚½‚ŠÜ…“D“yˆ—‚É‚¨‚¯‚é‹­“x‚Ɖ^”À«‚̕ω»
y—DG”­•\ŽÒÜz


2018.10.16`17 ‘æ4‰ñÞ—¿WEEKÞ—¿ƒVƒ“ƒ|ƒWƒEƒ€@-‹ž“s-@@@@@@•ñ‘
“cŒE ‹Ä
‘½‘Š˜A¬‰ðÍŽè–@‚É‚æ‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŠC—mŽYoŽŽŒ±‚̃Vƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“


2018.8.29`31 ‘æ73‰ñ“y–ØŠw‰ï‘S‘‘å‰ï”NŽŸŠwpu‰‰‰ï @-ŽD–yŽs-@@@@@@@@@•ñ‘
–ØŒË —²”V—S
‹z”r…—š—ð‚ðŽó‚¯‚é•s–O˜a»“à•”‚̃ƒjƒXƒJƒX…‚Ì•ª•z‚É‚¨‚¯‚é–§“xˆË‘¶«
‹{ú± —S•ã
Œ@í‰ß’ö‚É”º‚¤‰~Œ`—§B‚ÌŽOŽŸŒ³Œø‰Ê‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±Žè–@‚ÌŒŸ“¢
–Ø‘º ƒŽu
ƒÊXüCT‚ð—p‚¢‚½Œ`ó‚ªˆÙ‚È‚é•â‹­Þ‚̈ø”²‚«ŽÀŒ±‚Æ’n”Õ“à‚¹‚ñ’f‚Ђ¸‚݂̉Ž‹‰»
‘ê ãĔn
|ŠÇ–î”ÂŒpŽè•”‚Ì—ÍŠwŽŽŒ±‚¨‚æ‚щ“Sê‚Å‚Ì‹éŒ`Œ^Šî‘b‚ɑ΂·‚鐅•½Ú‰×ŽŽŒ±
“cŒE ‹Ä
‘½‘Š˜A¬‰ðÍŽè–@‚É‚æ‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒg‘æˆêŠC—mŽYoŽŽŒ±‚̃Vƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
Darmanto Budi Luhur
SEismic evaluation of multiple two-hinged precast arch culvert using elasto-plastic FEM analysis
Teshounkong Agendia
Numerical analysis on liquefaction damage of embankment considering air bubble injection as a countermeasure
–Ø“c ãĕ½
ŒÃŽ†‚ðŒ´—¿‚Æ‚·‚é”÷×•²‘Ì‚É‚æ‚鍂ŠÜ…“D“y‚̏ˆ—‚¨‚æ‚щ^”À«‚ÌŒüã


2018.8.24`25 7th Korea-Japan Geotechnical Workshop@-Korea-@@@@@@•ñ‘
‹{ú± —S•ã
Evaluation of dynamic soil-culvert interaction in culvert longitudinal direction


2018.7.24`26 ‘æ53‰ñ’n”ՍHŠwŒ¤‹†”­•\‰ï @-‚¼Žs-@@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
’n‰º…ˆÊ‚ƍח±•ª—¬o‚É’…–Ú‚µ‚½‰º…ŠÇ‘¹•”Žü•Ó’n”Õ‚Ì“à•”ZH‚ÉŠÖ‚·‚é–ÍŒ^ŽÀŒ±
àV‘º N¶
‘э|•â‹­“y•Ç‚Ì’nkŽž‚É‚¨‚¯‚é•â‹­Þ‚Ì—ÍŠw“I–ðŠ„‚ÉŠÖ‚·‚éŽÀŒ±“IlŽ@
”’_ Vˆê˜Y
^‹óˆ³–§H–@‚Ɛ·“yÚ‰×•¹—pŽž‚Ì—ÍŠw‹““®‚ÉŠÖ‚·‚錤‹†i‚»‚Ì1j\‰“S–ÍŒ^ŽÀŒ±‚Æ‚»‚̐”’l‰ðÍ\
–ØŒË —²”V—S
ƒ{ƒƒmƒC•ªŠ„‚ð—˜—p‚µ‚½•s–O˜a»‚ÌŠÔŒ„‘̐ςƖO˜a“x‚Ì’è—ʉ»
‹{ú± —S•ã
3ƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚̏c’f•ûŒü‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚éŽOŽŸŒ³FEM ‰ðÍ
’·’Jì Œ³‹PiH29”N“x‘²‹Æj
^‹óˆ³–§H–@‚Ɛ·“yÚ‰×•¹—pŽž‚Ì—ÍŠw‹““®‚ÉŠÖ‚·‚錤‹†i‚»‚Ì2j\ƒhƒŒ[ƒ“Þ‚̑Ő݊Ԋu‚ÉŠÖ‚·‚éƒpƒ‰ƒƒgƒŠƒbƒNƒXƒ^ƒfƒB\
–Ø‘º ƒŽu
ƒÊXüCT‚ð—p‚¢‚½ŽíX‚Ì“™•ûˆ³—ÍðŒ‰º‚É‚¨‚¯‚é•â‹­Þˆø”²‚«‹““®‚̉Ž‹‰»
y—DG”­•\ŽÒÜz
ˆîã Œc‘¾
YŠî‘bŽü•Ó‚Ì’n”Õ‰ü—Ç‚ªY‚Ì’nkŽž‹““®‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
y—DG”­•\ŽÒÜz
¬¼ Š@
Ž–‘O’nŽR‰ü—ǍH‚ðŽ{‚µ‚½¬“y”í‚èƒgƒ“ƒlƒ‹‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
y—DG”­•\ŽÒÜz
‹g–{ «Šî
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‚Ì”ñ”r…ŽOŽ²ƒNƒŠ[ƒv‹““®‚Æ’e”S‘Y«\¬Ž®‚É‚æ‚郂ƒfƒ‹‰»


2018.7.16`20 9th International Conference on Physical Modelling in Geotechnics 2018 -London-@@@@@@•ñ‘
àV‘º N¶
Evaluation of seismic behaviour of reinforced earth wall based on design practices and centrifuge tests
”’_ Vˆê˜Y
Centrifuge model test of vacuum consolidation on soft clay combined with embankment loading
‹{ú± —S•ã
Dynamic behavior of three-hinge-type precast arh culverts with various patterns of overburden in culvert longitudinal direction


2018.6.16 •½¬30”N“x “y–ØŠw‰ïŠÖ¼Žx•””NŽŸŠwpu‰‰‰ï @-_ŒË-@@@@@@•ñ‘
ˆîã Œc‘¾
YŽü•Ó‚̉tó‰»‘w‚ÉŽ{‚·’n”Õ‰ü—Ç‚Ì‹­“x‚ƍY‘Ì‹È‚°ƒ‚[ƒƒ“ƒg‚ÉŠÖ‚·‚éŽÀŒ±“IŒŸ“¢
y—DG”­•\ŽÒÜz
–Ø“c ãĕ½ @@@@@@
ŒÃŽ†‚ðŒ´—¿‚Æ‚·‚é”÷×•²‘Ì‚ð—p‚¢‚½ˆ—“D“y‚Ì‹­“x‚¨‚æ‚Ñ—¬“®«‚̕ω»
y—DG”­•\ŽÒÜz
¬¼ Š@ @@@@@@
Ž–‘O’nŽR‰ü—ǍH‚ðŽ{‚µ‚½¬“y”í‚èƒgƒ“ƒlƒ‹‚̐U“®“Á«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
y—DG”­•\ŽÒÜz
‹g–{ «Šî @@@@@@
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚Ì”ñ”r…ŽOŽ²ƒNƒŠ[ƒvŽŽŒ±


2017”N“x

2018.3.17`18 7th China-Japan Geotechnical Symposium -Sanya-@@@@@@•ñ‘
àV‘º N¶
A consideration of seismic design method of chain-reinforced wall based on centrifuge model experiments
–ØŒË —²”V—S
Three-dimensional measurement of displacement field in sand specimens under triaxial compression


2017.11.2`4 30th KKHTCNN -Taipei-@@@@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
Numerical Simulation of Uplift Capacity of Belled Piles and Comparison with Centrifuge Model Tests
–ØŒË —²”V—S
Investigation of shear deformation behavior for fully and partially saturated sand by using digital image correlation
‹{ú± —S•ã
Dynamic centrifuge model tests on hinge type precast arch culverts due to uneven overburden in culvert longitudinal direction
‰F“s‹{ —I
An experimental study on internal erosion and development of ground cavity around the cracks of sewer pipes
ŽÄ“c ®‹I
Dynamic centrifuge model tests on the seismic behavior and integrity of reinforced earth wall
’Ò–ì ŠCl
Dynamic analysis for partially saturated embankment using a multiphase coupled FEM
’·’Jì Œ³‹P
Centrifuge modeling of vacuum consolidation and embankment loading on soft clay


2017.9.17-22 19thICSMGE @-Seoul-@@@@@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
Behavior of unsaturated sandy soil during triaxial compression tests under fully undrained conditions and its modelling
àV‘º N¶
Experimental study of damage morphology in two-hinge precast arch culvert during strong ground motion
–ØŒË —²”V—S
Microscopic investigation of progressive changes of pore water distribution in shear band of unsaturated sand under triaxial compression


2017.9.11`13 ‘æ72‰ñ “y–ØŠw‰ï‘S‘‘å‰ï”NŽŸŠwpu‰‰‰ï @-•Ÿ‰ªŽs-@@@@@@@@@•ñ‘
àV‘º N¶
ƒZƒ‹ƒ[ƒX‚ðŽå¬•ª‚Æ‚·‚鍂‹z…«”÷×•²‘Ì‚Ì’n”Õ‰ü—ÇŒø‰Ê
y—DG”­•\ŽÒÜz
”ªƒcŒ³ m
”’l‰ðÍ‚É‚æ‚铹˜Hƒ{ƒbƒNƒXƒJƒ‹ƒo[ƒg‚̑ϐk«”\•]‰¿‚ÉŠÖ‚·‚錟“¢
–ØŒË —²”V—S
•s–O˜a»‚Ì‚¹‚ñ’f‘Ñ”­’B‰ß’ö‚É‚¨‚¯‚é“y—±ŽqÚG•p“x‚ƃƒjƒXƒJƒX…‚Ì•ª•z‚̕ω»
‹{è —S•ã
•Î“yˆ³‚̉e‹¿‚É’…–Ú‚µ‚½‚Rƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚̉¡’f•ûŒü‚Ì’nkŽž‹““®
y—DG”­•\ŽÒÜz
‰F“s‹{ —I
’n‰º…ˆÊã¸Žž‚̉º…ŠÇ‘¹•”Žü•Ó’n”Õ‚Ì“à•”ZH‚ÉŠÖ‚·‚é–ÍŒ^ŽŽŒ±
ŽÄ“c ®‹I
‘э|•â‹­“y•Ç‚Ì•â‹­Þ•~Ý—̈悪“à“IˆÀ’è‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚é“®“I‰“S–ÍŒ^ŽÀŒ±
Chen Li
Liquefaction analysis of damaged river embankment in 2011 Tohoku earthquake
–Ø‘º ƒŽu
ƒÊXüCT‚ð—p‚¢‚½•â‹­Þˆø”²‚«Žž‚Ì‚¹‚ñ’f‚Ђ¸‚Ý•ª•z‚̉Ž‹‰»
‘ê ãĔn
ŒpŽè•”‚ÌŒ`ó‚ð–Í‹[‚µ‚½|ŠÇ–î‘b‚̐…•½’ïR“Á«|‚»‚Ì‚Q ‰“S–ÍŒ^ŽÀŒ±


2017.7.12`14 ‘æ52‰ñ’n”ՍHŠwŒ¤‹†”­•\‰ï @-–¼ŒÃ‰®Žs-@@@@@@@@@@@@@@@•ñ‘
Ô–Ø r•¶ (H28”N“x‘²‹Æ)
‘½‘Š¬‡‘Ì—˜_‚É‚æ‚éƒnƒCƒhƒŒ[ƒgŽYoŽž‚É‚¨‚¯‚é“à•”ZH‚̃‚ƒfƒ‹‰»‚ÉŠÖ‚·‚錤‹†
–ØŒË —²”V—S
ŽOŽ²ˆ³kðŒ‰º‚Ì•s–O˜a»“à•”‚É‚¨‚¯‚é‹ÇŠ“I‚ÈŠÔŒ„…‚Ì‹È—¦“Á«
y—DG”­•\ŽÒÜz
‹{ú± —S•ã
•s‹Ïˆê‚ȏãÚ‰×d‚ªì—p‚·‚éƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì“®“I‰“S–ÍŒ^ŽÀŒ±
y—DG”­•\ŽÒÜz
¬¼ —z‘¾ (H28”N“x‘²‹Æ)
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚Ì”ñ”r…ƒNƒŠ[ƒvŽŽŒ±‚Æ’e”S‘Y«\¬Ž®‚ð—p‚¢‚½ÄŒ»ƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
Œõ‹g ‘א¶ (H28”N“x‘²‹Æ)
‰“S–ÍŒ^ŽÀŒ±‚ÉŠî‚­ƒ`ƒF[ƒ“‚ð•â‹­Þ‚Æ‚·‚é•â‹­“y•Ç‚̑ϐk«‚ÉŠÖ‚·‚錟“¢
y—DG”­•\ŽÒÜz
’·’Jì Œ³‹P
‰“S—͏ê‚É‚¨‚¯‚é^‹óˆ³–§H–@‚Ɛ·“yÚ‰×•¹—pŽž‚Ì—ÍŠw‹““®‚É‚·‚éŽÀŒ±
Benjamin Lewis
Šg’êY‚̈ø”²‚«“Á«‚ÉŠÖ‚·‚鉓SÚ‰×ŽŽŒ±\‚»‚Ì‚RFFEM ‚É‚æ‚éÄŒ»‰ðÍ
“cŒE ‹Ä
[ŠC’ê’n”Õ‚©‚ç‚̃Tƒ“ƒvƒŠƒ“ƒOŽŽ—¿‚̃‚ƒfƒ‹‰»‚ÉŠÖ‚·‚élŽ@


2017.6.26-30 ICTMS2017 @-Lund Sweden-@@@@@@@@@@@@@@@@•ñ‘
–ØŒË —²”V—S
Image processing to quantify microscopic curvature of pore water in partially saturated soil


2017.5.26-28 “ú–{Þ—¿Šw‰ï‘æ66ŠúŠwpu‰‰‰ï @-–¼ŒÃ‰®-@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚Ì”ñ”r…ƒNƒŠ[ƒvŽŽŒ±‚Ì
’e”S‘Y«\¬Ž®‚É‚æ‚éƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
àV‘º N¶
‚ŠÜ…“D“y‚𑦎ž‚É’á—¬“®‰»‚·‚éƒZƒ‹ƒ[ƒX”÷×•²‘Ì‚Ì‹z…“Á«
–ØŒË —²”V—S
‰æ‘œ‘ŠŠÖ–@‚ð—p‚¢‚½ˆÙ‚Ȃ鎼ó‘Ô‚É‚ ‚鍻‚Ì‚¹‚ñ’f•ÏŒ`‹““®‚ÉŠÖ‚·‚錤‹†
y—DG”­•\ŽÒÜz


2017.5.27 •½¬29”N“x “y–ØŠw‰ïŠÖ¼Žx•””NŽŸŠwpu‰‰‰ï @-‘åã-@@@@@@@@@@•ñ‘
–Ø‘º ƒŽu
ƒÊXüCT‚ð—p‚¢‚½•â‹­Þˆø”²‚«’ïR—Í‚Æ’n”Õ“à•”\‘¢•Ï‰»‚ÌŠÖŒW
‘ê ãĔn
ŒpŽè•”‚ÌŒ`ó‚ð–Í‹[‚µ‚½|ŠÇ–î‘b‚ɑ΂·‚鐅•½Ú‰×ŽŽŒ±


2016”N“x

2016.12.3`5 29th KKHTCNN -Hong Kong-@@@@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
Centrifuge model test on expression mechanism of pullout resistance of reinforced chain wall during earthquake
Ô–Ø r•¶
Numerical simulations of internal erosion during methane hydrate production under one dimensional axisymmetric condition
–ØŒË —²”V—S
Microscopic observation of pore water distribution in strain localized region of partially saturated sand under triaxial compression
‹{ú± —S•ã
Seismic performance in culvert longitudinal direction of precast arch culverts installed in embankments considering structural connectivity
Lai Van Qui
A revisit to the interaction factor of group piles considering reinforce effect
¬¼@—z‘¾
Undrained triaxial compression tests for carbon dioxide hydrate-bearing sands
¼‰º@—íØ
Experimental work on seismic damage progression of two-hinge precast arch culvert using strong earthquake response simulator
Œõ‹g@‘א¶
Dynamic centrifuge model tests on the seismic performance of box culverts considering the influence of cross-sectional shape and overburden


2016.12.7`8 ‘æ8‰ñ ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒg‘‡ƒVƒ“ƒ|ƒWƒEƒ€@-“Œ‹ž“s-@@@@@@@@•ñ‘
¬¼ —z‘¾
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‚Ì’P’²Ú‰×”ñ”r…ŽOŽ²ˆ³kŽŽŒ±‚Æ’e”S‘Y«\¬Ž®‚ð—p‚¢‚½ŽŽŒ±Œ‹‰Ê‚̍Č»


2016.11.30`12.2 The 2nd Asian Conference on Physical Modeling in Geotechnics@-Shanghai, CHINA-@@@@@@@@@@@@@@@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
Comparison of Seismic Performance of Reinforced Chain Wall with Gravity Retaining Wall through Centrifugal Model Tests
‹{ú± —S•ã
Dynamic Centrifuge Model Tests on the Stress State of the Culverts Due to Patterns of Embankment Shape


2016.10.11`12 ‘æ2‰ñÞ—¿ WEEK Þ—¿ƒVƒ“ƒ|ƒWƒEƒ€@-‹ž“sŽs-@@@@@@@@@@•ñ‘
¬¼ —z‘¾
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚ÌŽOŽ²ŽŽŒ±‚Æ’e”S‘Y«\¬Ž®‚É‚æ‚éƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“


2016.9.13`16 ‘æ51‰ñ’n”ՍHŠwŒ¤‹†”­•\‰ï @-‰ªŽRŽs-@@@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
’ç‘Ì“à•”‚Ì–O˜a—̈æ‚ðl—¶‚µ‚½—LŒÀ•ÏŒ`—˜_‚ÉŠî‚­‰Íì’ç–h‚̉tó‰»‰ðÍ
àV‘º N¶
‰“S–ÍŒ^ŽÀŒ±‚ÉŠî‚­ƒ`ƒF[ƒ“‚ð•â‹­Þ‚Æ‚·‚é•â‹­“y•Ç‚̑ϐk«‚ÉŠÖ‚·‚錟“¢
y—DG”­•\ŽÒÜz
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‘½‘Š˜A¬‰ðÍŽè–@‚É‚æ‚é’n”Õ‚Ì“à•”NH‚̃‚ƒfƒ‹‰»‚Æ“K—p«‚ÌŒŸ“¢
‘å“Œ —D”n
ƒtƒBƒŠƒsƒ“‘‚Ì”_‘º•”‚É‚¨‚¯‚éZ–¯ŽQ‰ÁŒ^‚Ì“n‰Í\‘¢•¨Ž{HŽ–‹Æ‚ÌŒv‰æ‚ÆŽÀ‘H
–ØŒË —²”V—S
•s–O˜a»‚Ì‚¹‚ñ’f‘ÑŒ`¬—̈æ‚É‚¨‚¯‚é‹ÇŠ“I‚ÈŠÔŒ„…•ª•z‚̕ω»
‹{ú± —S•ã
ŽÎŠp‚̂‚­ƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
•½“c –] (H27”N“x‘²‹Æ)
“Œ“ú–{‘åkÐ‚Å”íÐ‚µ‚½“ñ˜AÎ‘¢ƒA[ƒ`‹´‚Ì’†‰›‹´‹r•”‚É‚¨‚¯‚é‘ϐk•â‹­‚ÉŠÖ‚·‚錟“¢
¬¼ —z‘¾
’e”S‘Y«\¬Ž®‚É‚æ‚éCO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚̂Ђ¸‚Ý‘¬“xˆË‘¶«‹““®‚̃Vƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
¼‰º —íØ
“®“IEÃ“I‰ðÍ‚É‚æ‚é2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì‘¹‰ß’ö‚Æ”j‰óŒ`‘Ô‚ÉŠÖ‚·‚錟“¢
y—DG”­•\ŽÒÜz
’Ò–ì ŠCl
–{ÝY‚Æ‚µ‚Ä—˜—p‚·‚éƒ\ƒCƒ‹ƒZƒƒ“ƒg’Œ—ñ•Ç‚ÌŽÀ‘剔’¼Ú‰×ŽŽŒ±‚̍Č»‰ðÍ


2016.9.12 The 6th Japan-Korea Geotechnical Workshop@-‰ªŽRŽs-
àV‘º N¶
Mechanical behavior of three-hinge precast arch culvert in construction process through model experiment


2015.9.7`9 •½¬‚Q‚W”N“x“y–ØŠw‰ï‘S‘‘å‰ï @-å‘äŽs-@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
•s–O˜a»Ž¿“y‚Ì”ñ”r‹C-”ñ”r…‚¹‚ñ’fŽž‚Ì—ÍŠw“Á«‚¨‚æ‚ѐ…•ª“Á«‚̃‚ƒfƒ‹‰»
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“à•”ZH‚̍\¬Ž®‚ÆŽÀŒ±Œ‹‰Ê‚Ö‚Ì“K—p«‚ÌŒŸ“¢
‘å“Œ —D”n
ŠÜ…”䂨‚æ‚Ñ“y‚Ì‚¤–‡”‚ðƒpƒ‰ƒ[ƒ^‚Æ‚µ‚½“y‚Ì‚¤‚ÌCBR’l‚ÌŒŸ“¢
Îì –¸ (H27”N“x‘²‹Æ)
•s–O˜a»Ž¿“y‚Ì”ñ”r‹C-”ñ”r…‚¹‚ñ’fŽž‚Ì—ÍŠw“Á«‚¨‚æ‚ѐ…•ª“Á«‚ÉŠÖ‚·‚錤‹†
–ØŒË —²”V—S
•s–O˜a»‚̂Ђ¸‚݂̋ǏŠ‰»—̈æ‚É‚¨‚¯‚éŠÔŒ„…•ª•z‚ÆŽ²·‰ž—͕ω»‚ÌŠÖŒW
ŽÅ‘º —Tl (H27”N“x‘²‹Æ)
”­“W“rã‘”_‘º•”‚É‚¨‚¯‚é“n‰Í\‘¢•¨Ž{HŽè–@‚ÉŠÖ‚·‚éŽ{H“à—e‚¨‚æ‚ÑŽÀŽ{‘̐§‚ÌŒŸ“¢
‹vò —F“ñ (H27”N“x‘²‹Æ)
ˆêŽŸŒ³“§…ŽŽŒ±Žž‚̏o»‚𔺂¤Z“§”j‰ó‚Æ‹­“x“Á«•Ï‰»‚ÉŠÖ‚·‚錤‹†
•½“c –] (H27”N“x‘²‹Æ)
“Œ–k’n•û‘¾•½—m‰«’nk‚Å”íÐ‚µ‚½“ñ˜AÎ‘¢ƒA[ƒ`‹´‚Ì•âC•û–@‚ÉŠÖ‚·‚錟“¢
¼‰ª _Žu (H27”N“x‘²‹Æ)
’n”Õ‰ü—Ç‚ðl—¶‚µ‚½“îŽã”S«“y’n”Տã‚̉͐ì’ç–h‚̉tó‰»‰ðÍ
‹{ú± —S•ã
•s‹Ïˆê‚ȏãÚ‰×d‚ªì—p‚·‚éƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì“®“I‰“S–ÍŒ^ŽÀŒ±
¼‰º —íØ
‹­k‰ž“šŽÀŒ±‘•’u‚ð—p‚¢‚½2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚̐U“®ŽÀŒ±‚ƍČ»‰ðÍ‚É‚æ‚鑹Œ`‘Ô‚ÌŒŸ“¢
‰F“s‹{ —I
—±“x•ª•z‚̈قȂ鍻ŽŽ—¿‚ð—p‚¢‚½‰º…ŠÇ‘¹•”Žü•Ó‚Ì“à•”ZHŽŽŒ±
y—DG”­•\ŽÒÜz
ŽÄ“c ®‹I
‘э|•â‹­“y•Ç‚É‚¨‚¯‚é•Ç–ʍ„«‚ªŽå“­—̈æ‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚é“®“I‰“S–ÍŒ^ŽÀŒ±
’·’Jì Œ³‹P
^‹óˆ³–§‚³‚ꂽ“îŽã’n”Õ‚É‚¨‚¯‚鐷“yŽ{HŽž‚̈³–§”r…ƒƒJƒjƒYƒ€‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±


2016.9.5-7 The 3rd International Conference on Transportation Geotechnics@-Guimaraes, PORTUGAL-
àV‘º N¶
Experimental Study on Damage Morphology and Critical State of Three-Hinge Precast Arch Culvert through Shaking Table Tests


2016.8.5-7 The Eighth Asian Young Geotechnical Engineers Conference@-Astana, Kazakhstan-
àV‘º N¶
Evaluation of Damage Morphology in Three-Hinge Precast Arch Culvert based on Shaking Table Tests and Numirical Analyses


2016.8.1-2 [ŠC’ꎑŒ¹ŠJ”­Œ¤‹†ƒZƒ~ƒi[(2016)@-ŽRŒû-@@@@@@@@@@@@@@•ñ‘
Ô–Ø r•¶
ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒg¶ŽY’†‚É‚¨‚¯‚éo»‚̐”’l‰ðÍ‚Ö‚ÌŽæ‚è‘g‚Ý
¬¼ —z‘¾
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚Ì’P’²Ú‰×‚¨‚æ‚тЂ¸‚Ý‘¬“x‹}•Ï”ñ”r…ŽOŽ²ˆ³kŽŽŒ±


2016.6.11 •½¬28”N“x “y–ØŠw‰ïŠÖ¼Žx•””NŽŸŠwpu‰‰‰ï @-‘’Ã-@@@@@@@@@@•ñ‘
‰F“s‹{ —I
‰º…ŠÇ‚Ì‘¹•”‚É‹Nˆö‚·‚é’n”Õ‚Ì“à•”ZH‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
ŽÄ“c ®‹I
•Ç–ʍ„«‚Æ•â‹­Þ’·‚ª‘э|•â‹­“y•Ç‚̈À’萫‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚é“®“I‰“S–ÍŒ^ŽÀŒ±
y—DG”­•\ŽÒÜz
’·’Jì Œ³‹P
^‹óˆ³–§H–@‚ð“K—p‚µ‚½’n”Տã‚ł̐·“yŽ{H‚ð–Í‹[‚µ‚½‰“S–ÍŒ^ŽÀŒ±


2016.5.26`28 INTERNATIONAL MINI SYMPOSIUM CHUBU -Nagoya-@@@@•ñ‘
àV‘º N¶
Relationship between deformation and earth pressure two-hinge precast arch culvert in construction process through model experiment
Ô–Ø r•¶
Numerical Analysis of dynamic behavior of seabed ground during methane hydrate production
‘å“Œ —D”n
Participatory project to improve trafficability of unpaved road at delta
–ØŒË —²”V—S
Evaluation of distribution of void ratio and degree of saturation in partially saturated triaxial sand specimen using micro X-ray tomography
‹{ú± —S•ã
Evaluation of dynamic behavior on embankment with precast arch culverts in considering connecting condition of culverts in culvert longitudinal direction


2016.5.21`22 ‘æ19‰ñ(2016”N“x)‰ž—p—ÍŠwƒVƒ“ƒ|ƒWƒEƒ€ -–kŠC“¹-@@@@@@@@•ñ‘
Ô–Ø r•¶
‘½‘Š˜A¬‰ðÍŽè–@‚ÉŠî‚­’n”Õ‚Ì“à•”ZH‚̐”’lŒvŽZ


2016.5.18`20 International Conference on Sustainable Design,
Engineering and Construction -Arizona-@@@@@@@@@@@@@@•ñ‘
‘å“Œ —D”n
Locally available geotextile for maintaining unpaved roads in developing countries to enhance community resilience


2015”N“x

2015.12.18`19 “ú–{Þ—¿Šw‰ïŠÖ¼Žx•” ‘æ10‰ñŽáŽèƒVƒ“ƒ|ƒWƒEƒ€ -‘å’ÃŽs-@@@@@•ñ‘
Ô–Ø r•¶
ƒKƒXƒnƒCƒhƒŒ[ƒgŠÜ—L’n”Õ‚Ì—ÍŠw“Á«‚̉𖾂ƃ‚ƒfƒ‹‰»‚Ö‚ÌŽæ‚è‘g‚Ý


2015.12.2`3 ‘æ7‰ñ ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒg‘‡ƒVƒ“ƒ|ƒWƒEƒ€ -“Œ‹ž“s-@@@@@@@@•ñ‘
Ô–Ø r•¶
ƒKƒX¶ŽY’†‚Ì’nk‚ɑ΂·‚éŠC’ê’n”Õ‚Ì“®“I‰ž“š‚ƃƒ^ƒ“ƒnƒCƒhƒŒ[ƒg•ª‰ð‹““®


2015.11.16`18 28th KKHTCNN -Bangkok-@@@@@@@@@@@@@@@@@@•ñ‘
Ô–Ø r•¶
Numerical stability of chemo-thermo-mechanically coupled dynamical analyses for hydrate-bearing sediments using a semi-implicit scheme for the hydrate dissociation rate
‘å“Œ —D”n
The developing of the community participatory bridge construction method through the practical activity in Republic of Zambia
–ØŒË —²”V—S
Relation between local porosity and degree of saturation of sand during drying and wetting process observed by micro x-ray tomography with trinarisation technique
yBEST PRESENTER AWARDz
‹{ú± —S•ã
Influence of earth cover at mouth part of culvert on the seismic behavior of precast arch culverts in culvert longitudinal direction


2015.11.9`13 15ARC@-Fukuoka City-@@@@@@@@@@@@@@@@@@@@@•ñ‘
(The15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering)
àV‘º N¶
Experimental study on seismic resistance of a two-hinge precast arch culvert using strong earthquake response simulator
Ô–Ø r•¶
Dynamic analysis of hydrate-bearing seabed sediments considering methane gas production induced by depressurization
ÎŒ´ ‰›”V (H26”N“x‘²)
Numerical study on mechanism of dynamic earth pressure on adjacent structures


2015.10.16`17 ‘æ1‰ñÞ—¿ WEEK Þ—¿ƒVƒ“ƒ|ƒWƒEƒ€@-‹ž“sŽs-@@@@@@@@@@•ñ‘
¬¼ —z‘¾
’e”S‘Y«\¬Ž®‚É‚æ‚éƒKƒXƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚ÌŽOŽ²ŽŽŒ±‚̃Vƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“


2015.10.16`17 ‘æ7‰ñ[ŠC’ê•\‘w’n”ÕŒ¤‹†ƒ[ƒNƒVƒ‡ƒbƒv @-”MŠCŽs-@@@@@@@@•ñ‘
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ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŽYo‰ß’ö’†‚Ì’nkŽž‚É‚¨‚¯‚éŠC’ê’n”Õ‚Ì—ÍŠw‹““®‚ƃƒ^ƒ“ƒnƒCƒhƒŒ[ƒg•ª‰ð‹““®


2015.9.16`18 •½¬‚Q‚V”N“x“y–ØŠw‰ï‘S‘‘å‰ï @-‰ªŽRŽs-@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
“®“I‚¨‚æ‚ѐÓI‰ðÍ‚É‚æ‚é3ƒqƒ“ƒWƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì‘¹i“W‰ß’ö‚ÌŒŸ“¢
Šâˆä —T« (H26”N“x‘²)
’e”S‘Y«\¬Ž®‚ð—p‚¢‚½CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‹ŸŽŽ‘Ì‚ÌŽOŽ²ˆ³kŽŽŒ±‚̍Č»
Ž›–{ r‘¾˜Y (H26”N“x‘²)
•sŠ®‘SŽxŽY‚¨‚æ‚ÑŽxŽY‚̉”’¼ŽxŽ‹@\‚ÉŠÖ‚·‚鐔’l‰ðÍ“IŒŸ“¢
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ŒXŽÎ’n”Õ‚É‚¨‚¯‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŽYo‰ß’ö‚ð‘z’肵‚½’nkŽž‚Ì“®“I‰ðÍ
y—DG”­•\ŽÒÜz
–ØŒË —²”V—S
”r…‹y‚Ñ‹z…‰ß’ö‚É‚¨‚¯‚é•s–O˜a»‚̋ǏŠ“I–O˜a“x‚Ì•ª•z
ŽÅ‘º —Tl
ƒUƒ“ƒrƒA‘‚É‚¨‚¯‚éZ–¯ŽQ‰ÁŒ^‹´—ÀŽ{H‹Zp‚ÉŠÖ‚·‚éŽÀ‘H“IŒ¤‹†
ŠD“¡ W•ã
ƒ`ƒF[ƒ“‚ð•â‹­Þ‚É—p‚¢‚½•â‹­“y•Ç‚̑ϐk«‚ÉŠÖ‚·‚é“®“I‰“S–ÍŒ^ŽÀŒ±
‹vò —F“ñ
•s–O˜a–L‰Y»‚Ì‚¹‚ñ’f‘Ñ“à•”‚É‚¨‚¯‚é”÷Ž‹“I‚ÈŠÔŒ„…•ª•z•Ï‰»‚ÌŠÏŽ@
•½“c –]
‚PGêU“®‘ä‚ð—p‚¢‚½‘‚µY‚³‚ꂽŒQYŠî‘b‚̃t[ƒ`ƒ“ƒOÚ‡ðŒ‚ÌŒŸ“¢
‹{ú± —S•ã
ƒJƒ‹ƒo[ƒg·“yRŒû•”‚É‚¨‚¯‚éƒJƒ‹ƒo[ƒgc’f•ûŒü‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
y—DG”­•\ŽÒÜz
¬¼ —z‘¾
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‹ŸŽŽ‘Ì‚Ì”ñ”r…ŽOŽ²ˆ³k“Á«
y—DG”­•\ŽÒÜz
¼‰º —íØ
2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì‹­’nkŽž‚É‚¨‚¯‚鑹Œ`‘Ô‚ÉŠÖ‚·‚éU“®ŽÀŒ±
y—DG”­•\ŽÒÜz
Œõ‹g ‘א¶
‘åŒ^U“®‘ä‚ð—p‚¢‚½YŠî‘bˆê‘ÌŒ^|ŠÇW¬‹´‹r‚̑ϐk«”\•]‰¿ (‰tó‰»’n”Õ)

2015.9.1`4 ‘æ50‰ñ’n”ՍHŠwŒ¤‹†”­•\‰ï @-ŽD–yŽs-@@@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
ˆÙ•û«‚ðl—¶‚µ‚½»Ž¿“y‚ÌŒJ•Ô‚µ’e‘Y«\¬Ž®
àV‘º N¶
‹­’nkŽž‚É‚¨‚¯‚é3ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì‘¹Œ`‘Ô‚ÉŠÖ‚·‚éŽÀŒ±“IŒŸ“¢
Šâˆä —T³ (H26”N“x‘²)
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L’n”Սޗ¿‚Ö‚Ì’e”S‘Y«\¬Ž®‚Ì“K—p
y—DG”­•\ŽÒÜz
Ž›–{ r‘¾˜Y (H26”N“x‘²)
—LŒÀ—v‘f–@‚ð—p‚¢‚½‘‚µY‚³‚ꂽŒQYŠî‘b‚̉׏d•ª’S‹@\‚ÌŒŸ“¢
‘å“Œ —D”n
ƒoƒ“ƒOƒ‰ƒfƒVƒ…”_‘º•”‚É‚¨‚¯‚鏤•i‰¿’l‚Ì–³‚¢ƒŒƒ“ƒK‹û‚ð—p‚¢‚½–¢•Ü‘•“¹˜H®”õ‹Zp‚ÉŠÖ‚·‚錤‹†
Ô–Ø r•¶
Œ¸ˆ³–@‚É‚æ‚郁ƒ^ƒ“ƒKƒX¶ŽYŽž‚É‚¨‚¯‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŠÜ—LŠC’ê’n”Õ‚Ì“®“I‰ðÍ
y—DG”­•\ŽÒÜz
ã“c €–ç (H26”N“x‘²)
×—±•ª‚ðŠÜ‚ލ»Ž¿“y‚ð—p‚¢‚½—p‚¢‚½ŒJ•Ô‚µŽOŽ²ŽŽŒ±‚ÆŒJ•Ô‚µ‚Ë‚¶‚肹‚ñ’fŽŽŒ±‚̉tó‰»‹­“x‚Ì”äŠr
”’Î «‘å (H26”N“x‘²)
1GêU“®‘ä‚ð—p‚¢‚½‘‚µY‚³‚ꂽŒQYŠî‘b‚̉׏d•ª’S‹@\‚ÌŒŸ“¢
•y“c ˜aG (H26”N“x‘²)
‘½‘Š˜A¬—LŒÀ—v‘f–@‚É‚æ‚é’n”Õ‚Ì“à•”NH‚̐”’l‰ðÍ
—Rˆä —m˜a (H26”N“x‘²)
•s–O˜a‚ðl—¶‚µ‚½—LŒÀ•ÏŒ`—˜_‚ÉŠî‚­‰Íì’ç–h‚̉tó‰»‰ðÍ
Îì –¸
…•ª“Á«ƒ‚ƒfƒ‹‚ÌŠÔŒ„”äˆË‘¶«‚ðl—¶‚µ‚½•s–O˜a“y‚Ì”ñ”r‹C?”ñ”r…ðŒ‚Å‚ÌŽOŽ²ˆ³kŽŽŒ±‚Ì—v‘fƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
–ØŒË —²”V—S
•s–O˜a»‚Ì”r…‚¨‚æ‚ÑŽ¼‰ß’ö‚É‚¨‚¯‚éŠÔŒ„…‚̘A‘±«‚Ì•]‰¿
y—DG”­•\ŽÒÜz
¼‰ª _Žu
–{k‚¨‚æ‚Ñ—]k‚ðl—¶‚µ‚½‰YˆÀŽsˆæ‚Ì’n”Ղ̉tó‰»‰ðÍ
‹{ú± —S•ã
ƒA[ƒ`ƒJƒ‹ƒo[ƒgc’f•ûŒü’nkŽž‹““®‚É‹y‚Ú‚··“y Œ`ó‚̉e‹¿‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
Œõ‹g ‘א¶
YŠî‘bˆê‘ÌŒ^|ŠÇW¬‹´‹r‚̑ϐk«”\•]‰¿‚ÉŠÖ‚·‚é ‘åŒ^U“®‘äŽÀŒ± ‚»‚Ì 2 Š£‘‡»’n”Õ


2015.6.8`10 ‘æ20‰ñŒvŽZHŠwu‰‰‰ï @-‚‚­‚ÎŽs-@@@@@@@@@@@@@@@@@•ñ‘
Ô–Ø r•¶
ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŽYo‰ß’ö‚É”­¶‚µ‚½’nk‚ɑ΂·‚éŠC’ê’n”Õ‚Ì“®“I‰ž“š‚̐”’l‰ðÍ


2015.5.30 •½¬27”N“x “y–ØŠw‰ïŠÖ¼Žx•””NŽŸŠwpu‰‰‰ï @-‘åã-@@@@@@@@@@•ñ‘
¬¼ —z‘¾
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‹ŸŽŽ‘Ì‚Ì”ñ”r…ðŒ‰º‚Å‚ÌŽOŽ²ˆ³k“Á«
y—DG”­•\ŽÒÜz
¼‰º —íØ
2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚̐·“yŽ{H‰ß’ö‚É‚¨‚¯‚é•ÏŒ`‹““®
y—DG”­•\ŽÒÜz
Œõ‹g ‘א¶
‘åŒ^U“®‘ä‚ð—p‚¢‚½YŠî‘bˆê‘ÌŒ^|ŠÇW¬‹´‹r‚Ì’nk‰ž“š“Á«‚Ì•]‰¿
y—DG”­•\ŽÒÜz


2014”N“x

2014.12.3`4 ‘æ6‰ñƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒg‘‡ƒVƒ“ƒ|ƒWƒEƒ€ @-“Œ‹ž-@@@@@@@@@@•ñ‘
Šâˆä —T³
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L’n”Õ–Í‹[‹ŸŽŽ‘Ì‚Ì”ñ”r‹C-”ñ”r…ðŒ‰º‚É‚¨‚¯‚镪‰ðŽž•ÏŒ`‹““®‚ÉŠÖ‚·‚錤‹†
Ô–Ø r•¶
ƒƒ^ƒ“ƒKƒX¶ŽY‚̉e‹¿‚ðl—¶‚µ‚½ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŠÜ—LŠC’ê’n”Õ‚Ì“®“I‰ðÍ


2014.11.27`28 ‘æ59‰ñ’n”ՍHŠwƒVƒ“ƒ|ƒWƒEƒ€ @-’·–ì-@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
‹­k‰ž“šŽÀŒ±‘•’u‚ð—p‚¢‚½3ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚̐U“®ŽÀŒ±
Ô–Ø r•¶
•s–O˜a»Ž¿“y‚ÌŽOŽ²ˆ³k‚¨‚æ‚Ñ“™•ûˆ³kŽž‚Ì‹““®‚Æ‹ó‹C-…-“y˜A¬‰ðÍ–@‚É‚æ‚éƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“


2014.11.21 Kansai Geo-Symposium 2014 @-‘åã-@@@@@@@@@@@@@@@•ñ‘
–ØŒ³ ¬•S‡
“ìŠCƒgƒ‰ƒt‹‘å’nk‚ð‘z’肵‚½‘åãŽsˆæ‚É‚¨‚¯‚é‰tó‰»‰ðÍ


2014.11.10`12@27th KKHTCNN -Shanghai-@@@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
Seismic Assessment of Two-Hinge Precast Arch Culvert based on Shaking Table Test through Strong Earthquake Response Simulator
—Rˆä —m˜a
Estimation of the liquefaction in Osaka city due to an expected Nankai Trough earthquake using a dynamic analysis method


2014.09.22`26@14th IACMAG -Kyoto-
(International Conference of the International Association for Computer Methods and Advances in Geomechanics)@@@@@@@@@@@@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
Evaluation of dynamic behavior of culverts and embankments through centrifuge model tests and a numerical analysis
Šâˆä —T³
Instability analysis and numerical simulation of the dissociation process of methane hydrate bearing sediments
Ô–Ø r•¶
Dynamic behavior hydrate-bearing sediments during earthquakes


2014.09.10`12 ‘æ69‰ñ“y–ØŠw‰ï”NŽŸŠwpu‰‰‰ï @-‘åã-@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‹­k‰ž“šŽÀŒ±‚ɑ΂·‚鐔’l‰ðÍ
Ô–Ø r•¶
Œ¸ˆ³–@‚É‚æ‚郁ƒ^ƒ“ƒKƒX¶ŽY‚ªŠC’ê’n”Õ‚Ì“®“I‹““®‚É—^‚¦‚é‰e‹¿‚̐”’lŒvŽZ‚É‚æ‚錟“¢
Îì –¸
•s–O˜a»Ž¿“y‚Ì”ñ”r‹C-”ñ”r…‚¹‚ñ’fŽŽŒ±‚¨‚æ‚Ñ‚»‚̃Vƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“
¼‰ª _Žu
ŒJ•Ô‚µ’e‘Y«\¬Ž®‚ð—p‚¢‚½‰YˆÀŽsˆæ‚Ì’n”Ղ̉tó‰»‰ðÍ
’‡ˆä t“ú (H25”N“x‘²)
ƒ`ƒF[ƒ“•â‹­Þ’[––‚ÉŽæ‚è•t‚¯‚ç‚ꂽLŽšŒ^Žxˆ³”‚̈ø”²‚«“Á«‚ÉŠÖ‚·‚錤‹†


2014.07.15`17 ‘æ49‰ñ’n”ՍHŠwŒ¤‹†”­•\‰ï @-–k‹ãB-@@@@@@@@@@@@@@@•ñ‘
àV‘º N¶
‹­k‰ž“šŽÀŒ±‘•’u‚ð—p‚¢‚½2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚ɑ΂·‚éU“®ŽÀŒ±
y—DG”­•\ŽÒÜz
àV‘º N¶
•Ç–ʍH‚ð—L‚·‚鐷“y“à‚ɐݒu‚³‚ꂽƒJƒ‹ƒo[ƒg‚É‚¨‚¯‚éc’f•ûŒü‚̑ϐk«‚ÉŠÖ‚·‚éŠî‘bƒf[ƒ^‚ÌŽûW‚Æ’nkŽž‹““®‚Ì”cˆ¬E’nkŽž—v‹«”\‚Ì–¾Šm‰»
(“Á•ÊƒZƒbƒVƒ‡ƒ“@•½¬25”N“x“¹˜H•Û‘S’n”Õ‹ZpŒüã‚ÉŽ‘‚·‚é’²¸EŒ¤‹†¬‰Ê•ñ‰ï)
Šâˆä —T³
CO2 ƒnƒCƒhƒŒ[ƒgŠÜ—L’n”Õ–Í‹[ŽŽ—¿‚Ì•ª‰ðŽž—ÍŠw“Á«
Ô–Ø r•¶
Œ¸ˆ³–@‚É‚æ‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒg‚̐¶ŽY‚ðl—¶‚µ‚½ŠC’ê’n”Õ‚Ì“®“I‰ðÍ
Îì –¸
•s–O˜a»Ž¿“y‚Ì‚¹‚ñ’fŽž‚¨‚æ‚ш³kŽž‚Ì‹““®‚É‚¨‚¯‚éƒTƒNƒVƒ‡ƒ“‚̉e‹¿
–ØŒË —²”V—S
ƒÊXüCT‚É‚æ‚é•s–O˜aŽOŽ²‹ŸŽŽ‘̂̏‰Šú–O˜a“xEŠÔŒ„”䕪•z‚ÉŠÖ‚·‚錤‹†
‹vò —F“ñ
“§…«‚ªˆÙ‚È‚é“ñ‘w’n”Õ‚É‚¨‚¯‚éôŒ@ƒƒJƒjƒYƒ€‚ÌŠO—Í—vˆö•ªÍ
¼‰ª _Žu
“Œ–k’n•û‘¾•½—m‰«’nkŽž‚̉YˆÀŽsˆæ’n”Ղ̉tó‰»‰ðÍ
’‡ˆä t“ú (H25”N“x‘²)
·“yÞ‚Ì—±Œa‚ªƒ`ƒF[ƒ“•â‹­Þ‚̈ø”²‚«’ïR‚É‹y‚Ú‚·‰e‹¿
X–{ ‹±O (H25”N“x‘²)
‰ü—Ç‚µ‚½…•ª“Á«ƒ‚ƒfƒ‹‚ð—p‚¢‚½•s–O˜a»Ž¿“y‚Ì”ñ”r‹C-”ñ”r…‚¹‚ñ’fŽŽŒ±‚Ì
ƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“


2014.05.31@•½¬26”N“x “y–ØŠw‰ïŠÖ¼Žx•””NŽŸŠwpu‰‰‰ï @-‘åã-
Ô–Ø r•¶
Œ¸ˆ³–@‚É‚æ‚郁ƒ^ƒ“ƒnƒCƒhƒŒ[ƒg¶ŽY‚ªŠC’ê’n”Õ‚Ì“®“I‹““®‚É—^‚¦‚é‰e‹¿‚̐”’l‰ðÍ“IŒŸ“¢
Îì –¸
•s–O˜a»Ž¿“y‚Ì‹­“xE•ÏŒ`“Á«‚ÆŒÀŠEó‘Ô‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
–ØŒË —²”V—S
ƒÊXüCT‚É‚æ‚é•s–O˜aŽOŽ²‹ŸŽŽ‘Ì“à•”‚Ì–O˜a“xEŠÔŒ„”䕪•z‚ÉŠÖ‚·‚錤‹†
¼‰ª _Žu
ŒJ•Ô‚µ’e‘Y«\¬Ž®‚ð—p‚¢‚½‰YˆÀ’n”Ղ̉tó‰»‰ðÍ


2014.05.28`30@10th IWBDG -Hong Kong-
@ (International Workshop on Bifurcation & Degradation of Geomaterials)
–ØŒ³ ¬•S‡
Instability of Dissociation Process of Methane Hydrate Bearing Soil


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