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

‘²‹Æ¶GRADUATE

‘²‹Æ¶

2019”N“x

”ŽŽm‰Û’ö
@@@Ž–¼i‹Î–±æj @@@@@˜_•¶‘è–Ú @
–ØŒË —²”V—S
i‹ž“s‘åŠw@•‹³j
Microscopic Characteristics of Partially Saturated Soil and their Link to Macroscopic Responses
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‹{ú± —S•ã
i‹ž“s‘åŠw@•‹³j
Fundamental study on seismic behavior of hinge types of precast arch culverts in culvert longitudinal direction
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
–Ø‘º ƒŽu
iŒoÏŽY‹ÆÈj
•â‹­“y•Ç‚É—p‚¢‚ç‚ê‚é•â‹­Þ‚̈ø”²‚«’ïR—Í‚ÉŠÖ‚·‚é”÷Ž‹“IŒ¤‹†
@@
‘ê ãĔn
iŽ­“‡ŒšÝj
ŒpŽè•”‚ÌŒ`ó‚Æ•ÏŒ`‹““®‚ðl—¶‚µ‚½|ŠÇ–î‘b‚̐…•½’ïR“Á«
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“cŒE ‹Ä
iJR“ŒŠCj
o»‚ðl—¶‚µ‚½ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒgŠC—mŽYoŽŽŒ±‚̉Ȋw-”M-—ÍŠw˜A¬‰ðÍ

Budi Luhur Darmanto
i´…ŒšÝj
Seismic Performance of Precast Arch Culvert and Box Culvert Under Various Structural Setup
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Sawadogo Christian
iŒÜ—mŒšÝj
Mechanical Behavior Assessment of Belled Piles under Uplift Loads

Teshounkong Agendia
Numerical Analysis on Liquefaction Damage of Embankment Considering Air Bubble Injection as a Countermeasure
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
ˆÉ“Œ ä‘¾˜Y
iCŽm‰Û’öj
•â‹­Þ•~Ý—̈æ‚ÉŠÖ‚·‚é‘э|•â‹­“y•Ç‚Ì“®“I‰“S–ÍŒ^ŽÀŒ±
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––àV —Šó
iCŽm‰Û’öj
Xüƒ}ƒCƒNƒCT‚É‚æ‚é”–‘w‚ÉŽxŽ‚³‚ꂽY‚̉”’¼ŽxŽ—Í‹@\‚ÉŠÖ‚·‚錤‹†
@@
“c’† Œ’‘¢
iCŽm‰Û’öj
Z“§-•ÏŒ`˜A¬‰ðÍ–@‚É‚æ‚é–ؒÐì’ç–h‚̃pƒCƒsƒ“ƒOŒ»Û‚̉ðÍ

‹{ú± —˜Œ[
–@–ʁE—i•ÇH‚É’…–Ú‚µ‚½‹ž“sŽs“ŒŽR’n‹æ‚É‚¨‚¯‚éŒiŠÏ•]‰¿
@@

2018”N“x

ŽÐ‰ïl”ŽŽm‰Û’ö
@@@Ž–¼i‹Î–±æj @@@@@˜_•¶‘è–Ú @
”ªƒcŒ³ m
iã_‚‘¬“¹˜HŠ”Ž®‰ïŽÐj
“¹˜Hƒ{ƒbƒNƒXƒJƒ‹ƒo[ƒg‚̑ϐkÝŒvŽè–@‚ÌŠm—§‚ÉŠÖ‚·‚錤‹†
@@
”’_ Vˆê˜Y
i‹ÑéŒì敊”Ž®‰ïŽÐj
^‹óˆ³–§H–@‚Ɛ·“yÚ‰×‚𕹗p‚µ‚½’n”Õ‚Ì—ÍŠw‹““®‚̉ð–¾
@
CŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Tangjarusritaratorn Tanawat
i”ŽŽm‰Û’öj
Fundamental Study on Mechanical Behavior of Deep Circular Vertical Shaft During Excavation Process
@@ @

2017”N“x

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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
‰F“s‹{ —I
i‘ŒðÈj
‰º…ŠÇ‘¹•”Žü•Ó’n”Õ‚Ì“à•”ZH‚ÉŠÖ‚·‚é–ÍŒ^ŽÀŒ±‚Æ‘½‘Š˜A¬‰ðÍ
@@
ŽÄ“c ®‹I
iJX‹à‘®j
‘э|•â‹­“y•Ç‚Ì’nkŽž‚É‚¨‚¯‚é•â‹­ƒƒJƒjƒYƒ€‚ÉŠÖ‚·‚錤‹†
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’Ò–ì ŠCl
i‘åãƒKƒXj
Z“§‚ðl—¶‚µ‚½—LŒÀ•ÏŒ`—˜_‚ÉŠî‚­•s–O˜a‰Íì’ç–h‚̉tó‰»‰ðÍ
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’·’Jì Œ³‹P
i‘å—Ñ‘gj
^‹óˆ³–§H–@‚Ɛ·“yÚ‰×‚𕹗p‚µ‚½’n”Õ‚Ì—ÍŠw‹““®‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†
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Benjamin LEWIS
i‘å—Ñ‘gj
FEM Evaluation of Seismic Retrofit of Historical Stone Arch Bridge Damaged in 2011 Tohoku Earthquake@
Bonggab KIM
Evaluation of Mechanical Behavior of Group Pile Foundation in Improved Ground Through 3D Elasto-plastic FEM Analysis
Chen Li
Numerical analysis of partially saturated river embankment considering liquefactionan dreconsolidation behavior
Šw•”
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
ˆîã Œc‘¾
iCŽm‰Û’öj
ƒt[ƒ`ƒ“ƒO‰º•”‚É’n”Õ‰ü—ǍH‚ðŽ{‚µ‚½YŠî‘b‚̉tó‰»‘΍ôŒø‰Ê‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±
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–Ø“c ãĕ½
iCŽm‰Û’öj
ŒÃŽ†‚ðŒ´—¿‚Æ‚·‚é”÷×•²‘Ì‚ð—p‚¢‚½ˆ—“D“y‚Ì‹­“x“Á«‚¨‚æ‚щ^”À«‚ÉŠÖ‚·‚錤‹†
@@
¬¼ Š@
iCŽm‰Û’öj
Ž–‘O’nŽR‰ü—ǍH‚ðŽ{‚µ‚½¬“y”í‚èƒgƒ“ƒlƒ‹‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†

‹g–{ «Šî
iCŽm‰Û’öj
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚Ì”ñ”r…ŽOŽ²ƒNƒŠ[ƒv‹““®‚Æ‚»‚̃‚ƒfƒ‹‰»
@@

2016”N“x

”ŽŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Ô–Ø r•¶
i‘听ŒšÝj
Numerical analysis of earthquakes and internal erosion during gas production from hydrate-bearing sediments
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
¬¼ —z‘¾
iJR“Œ“ú–{j
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»ŽŽ—¿‚ÌŽžŠÔˆË‘¶«‹““®‚Ì”cˆ¬‚Æ‚»‚̃‚ƒfƒ‹‰»
@@
¼‰º —íØ
iã_‚‘¬“¹˜Hj
2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì’nkŽž‹““®‚ƑϐkÝŒvŽè–@‚ÉŠÖ‚·‚錤‹†
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Œõ‹g ‘א¶
i‘å—Ñ‘gj
’f–ÊŒ`ó‚Æ“y”í‚肪“¹˜Hƒ{ƒbƒNƒXƒJƒ‹ƒo[ƒg‚̑ϐk«‚É—^‚¦‚é‰e‹¿‚ÉŠÖ‚·‚錤‹†
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Šw•”
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
–Ø‘º ƒŽu
iCŽm‰Û’öj
ƒÊXüCT‚ð—p‚¢‚½•â‹­Þˆø”²‚«’ïR—Í‚Ì”­Œ»‹@\‚ÉŠÖ‚·‚錤‹†
@@
‘ê ãĔn
iCŽm‰Û’öj
|ŠÇ–î‘b‚̐…•½’ïR‚É‹y‚Ú‚·ŒpŽè•”‚Ì—ÍŠw“Á«‚ÉŠÖ‚·‚錤‹†
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Ž™‹Ê _“Õ
iŒÜ—mŒšÝj
×—±•ª‚̈ړ®‚𔺂¤Z“§”j‰óŒ»Û‚̐”’l‰ðÍ

Wu Yuguang
Undrained Creep Behavior of Carbon Dioxide Hydrate-Bearing Sand
(CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‚Ì”ñ”r…ƒNƒŠ[ƒv‹““®)

2015”N“x

CŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Îì –¸
iNexco’†“ú–{j
•s–O˜a»Ž¿“y‚Ì”ñ”r‹C-”ñ”r…‚¹‚ñ’fŽž‚Ì—ÍŠw“Á«‚¨‚æ‚ѐ…•ª“Á«‚̃‚ƒfƒ‹‰»

–ØŒË —²”V—S
i”ŽŽm‰Û’öj
•s–O˜a»‚̂Ђ¸‚݂̋ǏŠ‰»—̈æ‚É‚¨‚¯‚é”÷Ž‹\‘¢•Ï‰»‚ÉŠÖ‚·‚錤‹†
@
ŽÅ‘º —Tl
i‘听ŒšÝj
ŠJ”­“rã‘‚É‚¨‚¯‚éZ–¯ŽQ‰ÁŒ^“n‰Í\‘¢•¨Ž{H‚ÉŠÖ‚·‚éŽÀ‘H“IŒ¤‹†

ŠD“¡ W•ã
i_ŒËŽsj
ƒ`ƒF[ƒ“‚ð•â‹­Þ‚É—p‚¢‚½•â‹­“y•Ç‚̑ϐk«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
@@
‹vò —F“ñ
iJOGMECj
×—±•ª—¬o‚É‚æ‚é“y‚̐is«—ò‰»‚ÉŠÖ‚·‚錤‹†
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•½“c –]
i´…ŒšÝj
–؍Y‚ÅŽxŽ‚³‚ꂽ“ñ˜AÎ‘¢ƒA[ƒ`‹´‚̑ϐk«‚ÉŠÖ‚·‚錤‹†
@@
¼‰ª _Žu
(ƒpƒVƒtƒBƒbƒNƒRƒ“ƒTƒ‹ƒ^ƒ“ƒc)
’n”Õ‰ü—Ç‚ðl—¶‚µ‚½“îŽã”S«“y’n”Տã‚̉͐ì’ç–h‚̉tó‰»‰ðÍ
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‹{ú± —S•ã
i”ŽŽm‰Û’öj
ƒqƒ“ƒWŽ®ƒA[ƒ`ƒJƒ‹ƒo[ƒg‚É‚¨‚¯‚éc’f•ûŒü‚Ì“®“I‘ŠŒÝì—p‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Â“c Žü•½
i’†‰›•œŒšƒRƒ“ƒTƒ‹ƒ^ƒ“ƒcj
‘½‘Š˜A¬‰ðÍ–@‚É‚æ‚é’n”Õ‚Ì“à•”ZH‚̐”’l‰ðÍ
@@
‰F“s‹{ —I
iCŽm‰Û’öj
‰º…ŠÇ‘¹•”Žü•Ó’n”Õ‚Ì“à•”ZH‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
@@
ŽÄ“c ®‹I
iCŽm‰Û’öj
•Ç–ʍH„«‚̈قȂé‘э|•â‹­“y•Ç‚Ì“®“I‰“S–ÍŒ^ŽÀŒ±
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’·’Jì Œ³‹P
iCŽm‰Û’öj
^‹óˆ³–§H–@‚ð“K—p‚µ‚½“îŽã’n”Õ‚É‚¨‚¯‚鐷“yÚ‰×Žž‚Ì—ÍŠw‹““®‚ÉŠÖ‚·‚鉓S–ÍŒ^ŽÀŒ±

2014”N“x

”ŽŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Šâˆä —T³
i–¼ŒÃ‰®H‹Æ‘åŠwj
Behavior of Gas Hydrate-Bearing Soils during Dissociation and its Simulation
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Ž›–{ r‘¾˜Y
iÛ“ì‘åŠwj
ŒQYŠî‘b‚̐…•½‚¨‚æ‚щ”’¼—ÍŠw‹““®‚ÉŠÖ‚·‚錤‹†

CŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
ÎŒ´ ‰›”V
iŽ­“‡ŒšÝj
‹­k‰ž“šŽÀŒ±‘•’u‚ð—p‚¢‚½3ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì’nkŽž‹““®‚̉ð–¾
@@
ã“c €–ç
iŠÖ¼“d—́j
ˆÙ•û«‚Æ’†ŠÔŽå‰ž—Í‚ðl—¶‚µ‚½»Ž¿“y‚ÌŒJ•Ô‚µ’e‘Y«\¬Ž®
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”’Î «‘å
iŽO’JƒZƒLƒTƒ“j
‘‚µY‚³‚ꂽŒQYŠî‘b‚̉׏d•ª’S‹@\‚ÉŠÖ‚·‚錤‹†
@@
•y“c ˜aG
iŠÖ¼“d—́j
‘½‘Š˜A¬‰ðÍ–@‚É‚æ‚é’n”Õ‚Ì“à•”NH‚̐”’l‰ðÍ‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†
@@
—Rˆä —m˜a
i“úŒšÝŒvƒVƒrƒ‹j
•s–O˜a‚ðl—¶‚µ‚½—LŒÀ•ÏŒ`—˜_‚ÉŠî‚­‰Íì’ç–h‚̉tó‰»‰ðÍ
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
¬¼ —z‘¾
iCŽm‰Û’öj
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‹ŸŽŽ‘Ì‚ÌŽOŽ²ˆ³kŽž‚É‚¨‚¯‚é—ÍŠw“Á«
@@
¼‰º —íØ
iCŽm‰Û’öj
‹­k‰ž“šŽÀŒ±‘•’u‚ð—p‚¢‚½2ƒqƒ“ƒWƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì
—ÍŠw‹““®‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†@
Œõ‹g ‘א¶
iCŽm‰Û’öj
Experimental Study on Dynamic Behavior of a Bridge Column Integrated by Multiple Steel Pipes with Directly Connected Piles
iYŠî‘bˆê‘ÌŒ^|ŠÇW¬‹´‹r‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†j @

2013”N“x

”ŽŽm‰Û’ö
@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
àV‘º N¶
i‹ž“s‘åŠw‘åŠw‰@j
·“y“à‚ɐݒu‚³‚ꂽƒJƒ‹ƒo[ƒg‚̑ϐk«‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†
@@
Hamidreza Sadeghi
iŒšÝ‹ZpƒZƒ“ƒ^[j
Dynamic Analysis of River Embankments during Earthquakes based on Finite Deformation Theory Considering Liquefaction
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@@@Ž–¼ii˜Hæj @@@@@˜_•¶‘è–Ú @
Ô–Ø r•¶
i”ŽŽm‰Û’öj
ƒƒ^ƒ“ƒnƒCƒhƒŒ[ƒg¶ŽY‚̉e‹¿‚ðl—¶‚µ‚½’nkŽž‚Ì’n”Õ‚Ì“®“I•ÏŒ`‰ðÍ
@@
Å–¾ ˜aŽ÷
i“úŠöj
CO2ƒnƒCƒhƒŒ[ƒgŠÜ—L»‹ŸŽŽ‘Ì‚Ì”ñ”r‹C”ñ”r…ðŒ‰º‚É‚¨‚¯‚é—ÍŠw“Á«
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i“¡ ‘ñl
iŽOˆä‘¢‘Dj
CO2ƒGƒ}ƒ‹ƒWƒ‡ƒ“’“üŽž‚ÌŠC’ê’n”Ղ̉»Šw\”M\—ÍŠw˜A¬‰ðÍ
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’‡ˆä t“ú
i‘听ŒšÝj
ƒ`ƒF[ƒ“‚ðˆø’£‚èÞ‚É—p‚¢‚½•â‹­“y•ÇH–@‚Ì•â‹­Œø‰Ê‚ÉŠÖ‚·‚錤‹†
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•Àì ‘ì–î
i’|’†H–±“Xj
‘åŒ^U“®‘ä‚ð—p‚¢‚½ƒvƒŒƒLƒƒƒXƒgƒA[ƒ`ƒJƒ‹ƒo[ƒg‚Ì’nkŽž‹““®‚̉ð–¾
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X‰º —Ȉê
iJOGMECj
ƒÊXüCT‚ð—p‚¢‚½•s–O˜a»‚̐…•ª•ÛŽó‘Ô‚ÉŠÖ‚·‚é”÷Ž‹“IŒ¤‹†
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i“S“¹‰^—A‹@\j
•s–O˜a»Ž¿“y‚Ì‚¹‚ñ’fŽž‚¨‚æ‚ш³kŽž‚Ì‹““®‚Æ‚»‚̃‚ƒfƒ‹‰»
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•s–O˜a»Ž¿“y‚Ì•ÏŒ`“Á«‚ÆŒÀŠEó‘Ô‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†
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–ØŒË —²”V—S
iCŽm‰Û’öj
ƒÊXüCT‚É‚æ‚é•s–O˜aŽOŽ²‹ŸŽŽ‘̂̏‰Šúó‘ԂƋǏŠ•ÏŒ`‚ÉŠÖ‚·‚錤‹†
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