GEOASIA Bulletin No.2 ╙㧞ภ ALL SOILS ALL STATES ALL ROUND GEO-ANALYSIS INTEGRATION ჿƔǒɶ᧓םǍቬםLJưǛݣᝋƴᲦѣႎƔ᩺ႎƔǛբǘƣᲦעႴƷ࢟٭ƱᄊْǛ൭NJLJƢ ᐔᚑ ᐕ ᣣ ⊒ⴕ ✬㓸㧦GEOASIA ⎇ⓥળോዪ 6'.'OCKNIGQCUKC"UQKNEKXKNPCIQ[CWCELR ˟ᧈȡȃǻȸǸ ᤓᐕ㧔2007 ᐕ㧕ᄐߦ GEOASIA Bulletin ߩഃೀภࠍߒߡ߆ࠄ৻ᐕ߇⚻ߜ㧘╙ 2 ภߩ⊒ⴕߣߥ ࠅ߹ߒߚ㧚ߎߩ㑆ߦ㧘ળຬ⻉᳁ߩߏදജߩ߅߆ߍߢ⎇ⓥળᵴേ߽ᵴ⊒ߦᜬ⛯ߒ㧘ߣߦߏ⚫ߔ ࠆࠃ߁ߥᄙߊߩ⎇ⓥᚑᨐࠍߍࠆߎߣ߇ߢ߈߹ߒߚ㧚ߕࠇ߽㧘⋚⸃ᨆ࠷࡞ GEOASIA ߢ ߒ߆⸃ߢ߈ߥ㗴ߦࠎߛ⚿ᨐߩᚑᨐߢࠅ㧘⎇ⓥߣ⸃ᨆߦ៤ࠊࠄࠇߚળຬ⻉᳁ߪ㧘ᄢ߈ߥ ḩ⿷ࠍᓧߡ߅ࠄࠇࠆ߽ߩߣ⏕ାߒߡ߹ߔ㧚 ⍾߆ࠄ☼߹ߢ㧘ਛ㑆߿ੱᎿಣℂࠍ㧘ࠄࠁࠆࠍኻ⽎ߦ(ALL SOILS)㧘ᄌᒻ߆ࠄ⎕ უ߹ߢ(ALL STATES)㧘㕒⊛ߣേ⊛ߣࠍࠊߕ(ALL ROUND)㧘⋚ߣ᭴ㅧ‛ߦ߇ߎࠆ ߆ߩᤨೞᱧ⸃ᨆࠍⴕߥ߁ߣ߁ߩ߇㧘GEOASIA ߩ⋡⊛ߢߔ߇㧘ߎߩ৻ᐕߪߎࠇࠍ⚫ߔࠆ⛘ᅢߩᯏળߦ߽ᕺ߹ࠇ߹ߒߚ㧚 ߭ߣߟߪ㧘ቇⴚળ⼏ߢߩ ╙ޟ57 ࿁ℂ⺰ᔕ↪ജቇ⻠Ṷળ⥄⑳ߢޠり߇․⻠Ṷߔࠆᯏળࠍᓧߚߎߣߢߔ㧚ߎߩ⻠Ṷળߩਥ ߪᣣᧄቇⴚળ⼏ߢ㧘ߣߒߡᧁቇળ߿ᣣᧄᑪ▽ቇળߩ߶߆㧘⥶ⓨቝቮ㧘ᯏ᪾㧘ᵹ㧘ᢙቇߥߤᎿቇ‛ℂ♽߇ਛᔃߩᄙ ߊߩቇળ߇ෳ↹ߒߡ߅ࠅ߹ߔ㧚ᐘᐕߪ⋚Ꮏቇળ߇ᐙቇળߣ߁ߎߣߢ㧘ቇળࠍઍߒߡ⑳ߦ⻠Ṷߩᯏળ߇ਈ߃ࠄ ࠇߚ߽ߩߢߔ㧚ౝኈߪਃߟ㧔⋚᧚ᢱߩ᭴ᚑᑼ㧘᳓ㅪᚑߩ㒢ᄌᒻ⸃ᨆ㧘ᔕ↪㧕ߦࠊߌߡ৻ᤨ㑆߅ߒߡ߈߹ߒߚ㧚 ☼ޟߩኒ❗ߪ⸘▚ߢ߈ߡ߽⍾ߩ✦࿕❗ߪ⸘▚ߢ߈ߥߪߩ߁ߣߤߥޠ㧘߽߁ㆊߩߎߣߛߣ߽↳ߒߍߡ߈ ߹ߒߚ㧚߽߁৻ߟߩ GEOASIA ⚫ߩᯏળߪ㧘ᐢፉߢߩ⋚Ꮏቇળᐕᰴᄢળߢߩ㊁↰ᒄᒰ⎇ⓥળℂߩ⻠Ṷߢߔ㧚ߎ ࠇߪ㊁↰ᒄጊ↰ᱜᄥ㇢᳁ࠄߩ Soils and Foundations ߩᡰᜬജߦ㑐ߔࠆ⺰ᢥ߇⋚Ꮏቇળ⺰ᢥ⾨ࠍᓧߚߚߦ㧘ߘߩ ౝኈ⚫ߩᯏળ߇ਈ߃ࠄࠇߚ߽ߩߢߔ㧚ᡰᜬജ㗴ߪ৻⥸ߦㅴⴕᕈ⎕უߩ㗴ߢ㧘ᣢᓔߩ႟ᕈᭂ㒢⸃ᨆߢߪ㑆ߦวࠊߥ ߣ߁ߩ߇⺰ᢥߩ⿰ᣦߢߔ߇㧘エᒙ⋚ߩ⋓߇㔡ࠍฃߌߡ፣ࠇߡࠁߊ᭽ሶߩ⸘▚ߩേ↹ߪෳળ⠪ߩ⋡ࠍ㊉ઃߌߦ ߒߡ߹ߒߚ㧚 ᭴ᚑᑼߩ৻ጀߩ♖✺ൻ㧘3 ᰴర⸘▚ߩታ↪ൻ߿⸘▚ᤨ㑆ߩ⍴❗㧘Pre-Post Processor ߩలታߥߤ㧘ၮ␆⎇ⓥߩ⺖㗴ߪ߹ߛ ߹ߛᄙߊᱷߞߡ߹ߔ㧚GEOASIA MASTER ࠍ⋡ᜰߒߡߩᢎ⢒ࡊࡠࠣࡓߩలታ߽ᄢᄌᄢ߈ߥ⺖㗴ߢߔ㧚ᐕᐲߪ㧔ᩣ㧕 ਇേ࠹࠻ߩ┻ౝ⑲సળຬ߇ GEOASIA MASTER ╙ 2 ภࠍቯߐࠇ߹ߔ߇㧘࿖ౝᄖࠍᣧߊ 30 ภߊࠄ߹ߢߪߡ ߊࠇߥߌࠇ߫㧘GEOASIA ߇ᧄ᧪ᜬߟ␠ળ⊛࿖㓙⊛⽿છߪᨐߚߖ߹ߖࠎ㧚᧪ᐕߎߘᢙฬߩ GEOASIA MASTER ࠍヘ ߔࠆ੍ቯߢਛ㊁㊁↰ℂએਅ㧘⊝߇ദജߒߡ߅ࠅ߹ߔ߇㧘ᓟߣ߽ળຬ⻉᳁ߩߏදജߣߏᡰេࠍಾߦ߅㗿ߚߒ߹ߒ ߡ㧘⎇ⓥળળ㐳ߩߏᜦߣߚߒ߹ߔ㧚 ฬฎደᄢቇᄢቇ㒮ᢎ ᵻጟ 㗼 GEOASIA ƴǑǔӖចᛯ૨Ტ ࠰ࡇעႴ˟ܖᛯ૨ចᲣƷƝኰʼ GEOASIA ࠍ↪ߚ⸃ᨆ⚿ᨐࠍឝタߒߚ Soils and Foundations ⺰ᢥ㧔Noda T., Asaoka A. and Yamada S.(2007): Some bearing capacity characteristics of a structured naturally deposited clay soil (㛽ᩰ᭴ㅧߩ⊒㆐ߒߚ⥄ὼၸⓍ☼⋚ߩᡰᜬജ․ᕈ), Vol.47, No.2, pp.285-301.㧕߇ᐔᚑ 19 ᐕ⋚Ꮏቇળ⺰ᢥ⾨ࠍฃ⾨ߒ߹ߒߚߩߢ㧘 ߎߩ⺰ᢥߩ⇛ࠍߏ⚫ߒ߹ߔ㧚 ߎߩ⺰ᢥߪฎౖ⊛ߥᡰᜬജ㗴ߦኻߒ㧘ᦨᣂߩᒢ႟ᕈ᭴ᚑᑼ㧔SYS Cam-clay model㧕ࠍ↪ߚ᳓㨪ㅪᚑ㒢ᄌᒻ⸃ᨆ 㧔GEOASIA㧕ߦࠃࠅࠎߛ߽ߩߢߔ㧚⋚ోၞ߇ቢో႟ᕈൻߒߚߣ߈ߩജߩ㊒ࠅวߣ႟ᕈᵹࠇ႐ߛߌࠍ৻ޟ᳇ߦޠ᳞ ࠆ႟ᕈ⸃ᨆߥߤߣߪ⇣ߥࠅ㧘ߎߩ⎇ⓥߦ߅ߡߪ㧘ၮ␆ㇱߩᄌᓮタ⩄ᤨߦᄌᒻߦߞߡ⛗ߦឬߚࠃ߁ߥ⍎ߥ ᒐṖࠅ✢߇⊒ߔࠆߣߣ߽ߦ㧘⩄㊀߇ૐਅ㧔⩄㊀エൻ㧕ߔࠆ⽎߇ౣߐࠇ߹ߒߚ㧚ᄌᒻߣ⎕უࠍߩ⽎ߣࠆߩߢ ߪߥߊ㧘⎕უࠍᄌᒻߩᑧ㐳✢ߦ⟎ઃߌ㧘ᄌᒻ⸃ᨆߩਛߢ⎕უࠍߒࠃ߁ߣߔࠆᄙߊߩ⎇ⓥ⠪ߦߣߞߡ㧘ฎౖ⊛ߥᡰ ᜬജ㗴ߪߒ߫ߒ߫ᩰᅢߩ⸃ᨆ࠲ࠥ࠶࠻ߣߐࠇߡ߈߹ߒߚ㧚ߒ߆ߒߘߩ߶ߣࠎߤߪ㧘߃߫᭴ᚑᑼߩᠲ⊛ߥエൻ㧘ਇ ㅪ⛯ߥᄌᒻࠍ⸵ኈߔࠆⷐ⚛ߩዉ㧘൨㈩⺰ߩ↪ߥߤ㧘ዪᚲൻ߿⩄㊀エൻࠍౣߔࠆߚߩ․ᱶߥኾ↪ߩౕࠍ↪ߚ߽ ߩߢߞߚࠃ߁ߦฃߌࠄࠇ߹ߔ㧚ߎߩ⺰ᢥߢ߽ห᭽ߦᡰᜬജ㗴ࠍ⸃ᨆኻ⽎ߣߒߡㆬ߮߹ߒߚ߇㧘ߎߩ⺰ᢥߩ⸃ᨆ߇ᣢ ᓔߩߎࠇࠄߣᄢߦ⇣ߥࠆߣߎࠈߪ㧘ߎߩ⺰ᢥ⥄り߇ᡰᜬജ㗴ࠍ⸃ߊߚߛߌߩ․ᱶߥኾ↪࠷࡞ߥߒኾ↪ℂ⺰ࠍᔅ ⷐߣߒߡߥὐߢߔ㧚ߔߥࠊߜߎߩ⺰ᢥߢߪ㧘ߏߊ৻⥸⊛ߥᒢ႟ᕈℂ⺰ߦၮߠߊ⥄ὼၸⓍߩ᭴ᚑᑼ㧔SYS Cam-clay model㧕ࠍタߒߚ㧘ߏߊ৻⥸⊛ߥ㒢ᄌᒻℂ⺰ߦၮߠߊ᳓㨪㛽ᩰㅪᚑߩᄌᒻ⸃ᨆ㧔GEOASIA㧕߇㧘ㅴⴕᕈ⎕უߦ ߁ᄌᒻߩዪᚲൻ߿⩄㊀エൻߥߤ㧘ᡰᜬജ㗴ߦኻߒߡ߽ᦼߖߕߒߡ⸃ࠍߒߡࠆߩߢߔ㧚ߎߩὐ߇ߎߩ⺰ᢥߩ╙৻ߩ․ ᓽߢߔ㧚 ߹ߚߎߩ⺰ᢥߢߪ㧘߹ߢቯߩߥ߆ߞߚᡰᜬജ㗴ߦ㑐ߔࠆ⋚Ꮏቇ⊛⺖㗴ߩᄙߊߦߟߡ㧘߃߫㧘ೋᦼ᧦ઙࠍᄌ ൻߐߖࠆߛߌߢ㧘ߩ⁁ᘒ㧘ߔߥࠊߜ㛽ᩰ᭴ㅧ㧔᭴ㅧㆊኒ⇣ᣇᕈ㧕ߩ⊒㆐⒟ᐲ߇㧘ᭂ㒢⩄㊀߿⎕უᒻᘒߦߤߩࠃ߁ ߦᓇ㗀ࠍਈ߃ࠆߩ߆ࠍ⺰ߓߡ߹ߔ㧚߽߁ዋߒߒߊ⸒߃߫㧘Ԙᄌᒻߩዪᚲൻ߿⩄㊀エൻ⽎ߪ㧘ታ㛎ቶߢౣ᭴ᚑߐࠇߚ ✵ߒ☼ߢߪߥߊ⥄ὼၸⓍ☼ߩࠃ߁ߥ㜞᭴ㅧࠍߔࠆ⋚ߢ↢ߓࠆߎߣ㧘 ԙ⇣ᣇᕈ߇⊒㆐ߒߚ⋚ߢߪߘߩᓇ㗀ߪ㧘 ⎕უ㗔ၞߩ⁜ዊൻࠍߞߡ㗼⪺ߦࠇࠆߎߣ㧘Ԛ⋚߇ೋᦼਇᢛࠍߔࠆ႐วߦߪ㧘᭴ㅧ߇⊒㆐ߒߡࠆ⋚߶ߤ㕖ኻ⒓ ߥᄌᒻ߇↢ߓ߿ߔߊ㧘ᄢ߈ߥ⩄㊀ૐਅࠍᒁ߈ߎߒ߿ߔߎߣ㧘ԛ᳓㨪ㅪᚑߩᨒ⚵ߺߢߪタ⩄ㅦᐲࠍᄌ߃ࠆߛߌߢᡰᜬ ജ㗴ߦ߅ߌࠆㇱಽឃ᳓ലᨐ߇⥄ὼߦᓧࠄࠇࠆߎߣ㧘Ԝ᭴ㅧ߇⊒㆐ߒߚ⋚ߢߪ㑆㓗᳓ߩ߿ࠅขࠅࠍ⸵ߔࠃ߁ߥࠆタ⩄ ㅦᐲߦ߅ߡ㧘ߖࠎᢿᏪߢឃ᳓エൻၞ㧔 ̌ࠦࡦࡄ࡚ࠢࠪࡦࡃࡦ࠼̍ 㧕ߣๆ᳓エൻၞ㧔 ̌ࠬ࠙ࠚࡦࠣࡃࡦ࠼̍ 㧕߇ᷙߒߡ ࠇࠆߎߣ㧘ߥߤࠍ⸃ᨆ⊛ߦ␜ߒ߹ߒߚ㧚ߎߩࠃ߁ߥ৻ㅪߩ⍮ࠍᓧࠄࠇߚߎߣߪ㧘ߎߩ⺰ᢥߩ╙ੑߩ․ᓽߢߔ㧚 ߥ߅㧘࿑ 2 ߦኻߔࠆേ↹ࠍߏⷩߦߥࠅߚ႐วߪ⋚Ꮏቇળ HP(http://www.jiban.or.jp/topic/prize/2007/noda.pdf)ࠍෳᾖߒ ߡਅߐ㧚 0 5 10(m) Vertical load (kPa) 200 ኻ⒓ᄌᒻ deformation symmetrical 100 ೋᦼਇᢛ䈅䉍 100 asymmetrical deformation 㕖ኻ⒓ᄌᒻ ೋᦼਇᢛ䈅䉍 With initial imperfection Without initial imperfection ೋᦼਇᢛ䈭䈚 0 10 20 30 Settlement (cm) 0 40 ೋᦼਇᢛ䈭䈚 ࿑ 1 ၮ␆ߩᴉਅ㊂㨪⩄㊀㑐ଥ H s (%) ࿑ 2 ⋚ߩೋᦼਇᢛߩήߦࠃࠆᒐṖࠅᒻ⁁ߩ㆑ ᲫᲳ࠰ࡇƷѣإԓ Ĭ ᢒ࣎щ᠍ᒵ᬴ܱƴǑǔעႴ᳸ႮםᡲኒਫѣƷᚐௌ 40㨓႐ߩ㆙ᔃജタ⩄ᮨဳታ㛎ࠍ↪ߚ⋓ߣ☼ᕈ㧛⍾⾰⋚ߩ㔡ਛ㔡ᓟേߩቯ㊂⊛ᬌ⸽ߣߣ߽ߦ㧘⋚ࠍ エᒙ☼⋚ߦᄌᦝߒߡߘߩ㔡ᤨേ⸃ᨆࠍታᣉ㧚㔡ਛߪ⋓ߦ߽⋚ߦ߽ⵍኂ߇߶ߣࠎߤࠄࠇߥ߇㧘㔡⚳ ੌᓟ⚂ 8 ᤨ㑆ߒߡ߆ࠄ⋓ࠍ⽾ߊᒐ⁁Ṗࠅ㧔ฝ㧕߇⋚ߦ⊒↢ߒ㧚ߐࠄߦㆃࠇߡ߽߁৻ߟߩᒐṖࠅ㧔Ꮐ㧕߇⊒↢㧚 0 25 50(cm) 0 25 50% 0% ࿑㧟 㔡⚳ੌ⋥ᓟߩߖࠎᢿ߭ߕߺಽᏓ ࿑㧠 㔡⊒↢߆ࠄ⚂ 8 ᤨ㑆ᓟߩߖࠎᢿ߭ߕߺಽᏓ 0% 50% 㧔⸃ᨆߪ 1/40 ࠬࠤ࡞ߢታᣉ㧕 㧔⸃ᨆߪ 1/40 ࠬࠤ࡞ߢታᣉ㧕 50(cm) ĭ ࠰ᏡႇҞעᩗƴƓƚǔႮْߐםƷᚐௌ ⢻⊓ඨፉ㔡ߪ㧘᭴ㅧ‛ߦ↟ᄢߥⵍኂࠍਈ߃㧘․ߦᢳ⋚ߩ⋓ߩ፣უ߇ᢙᄙߊ⊒↢ߒߚ㧚᳓ᐔ⋚ߩ⋓ߣ ᢳ⋚ߩ⋓ߩ㔡ᤨേࠍᲧセ⸃ᨆ㧚㔡േߩᄢ߈ߐߩ㆑ߥߤߦᔕߓߡ㧘㔡ਛߩ፣უ߿㔡ᓟߩㆃࠇ⎕უ േߦ㆑߇ࠇࠆ㧚 0 20 40(m) 0 20 40(m) 30% 30% 0% 0% ࿑ 5 㔡⊒↢߆ࠄ 50 ⑽ᓟ㧔⚳ੌ⋥ᓟ㧕ߩߖࠎᢿ߭ߕߺಽᏓ ࿑ 6 㔡⊒↢߆ࠄᢙᣣᓟߩߖࠎᢿ߭ߕߺಽᏓ 㧔⸃ᨆߪ 1km ߢ⋓ㇱࠍᄢ␜㧕 㧔⸃ᨆߪ 1km ߢ⋓ㇱࠍᄢ␜㧕 Į ǵȳȉdzȳȑǯǷȧȳȑǤȫᲢᲽᲣોᑣעႴƷעᩗɶƷࣖሉᚐௌ ਛ㑆ᧂᡷ⦟⋚ߣ㧿㧯㧼ᛂ⸳ߦࠃࠆᡷ⦟⋚ߩ㔡ᤨേߩᲧセ⸃ᨆ㧚ᐔ㕙߭ߕߺ⸃ᨆߢߪࠆ߇㧘ᡷ⦟⋚ߩ ലᕈߪࠄ߆㧚࿑ 8 ߩ⿒ㇱಽ߇⍾᧮㧚 0 10 0 20(m) 100kPa 0kPa 10 20(m) 100kPa 0kPa ࿑ 7 㔡⚳ੌ⋥ᓟߩᐔဋലᔕജಽᏓ㧔ᧂᡷ⦟⋚㧕 ࿑ 8 㔡⚳ੌ⋥ᓟߩᐔဋലᔕജಽᏓ㧔SCP ᡷ⦟⋚㧕 į ȕǣȫȀȠƷעᩗ࢟٭ᚐௌ Ყセ⊛ㅘ᳓ᕈ߇㜞ේ⋚ࠍᱷߒߡᑪ⸳ߐࠇߚࡈࠖ࡞࠳ࡓߩ㔡ᤨേߩ⸃ᨆ㧚ේ⋚ㇱಽߢ᳓߇ᄢ߈ߊ⊒↢㧚࠳ ࡓႇ߇Ḗ᳓⩄㊀ߦࠃࠅ࿑ߩฝᣇะߦᄌᒻߒ㧘⋧ኻ⊛ߦᒙේ⋚ߦߖࠎᢿ߭ߕߺߩ㓸ਛ߇⊒↢㧚 0 0 -50 0 50 100 150 200 250 300 25 25 50(m) 50(m) -0.10 -0.05 0.00 0.05 0.10 ࿑ 9 㔡⚳ੌ⋥ᓟߩ㑆㓗᳓ಽᏓ ࿑ 10 㔡⋥ᓟߩߖࠎᢿ߭ߕߺ(Ǽxy)ಽᏓ ྾ⷺߦ࿐ߞߚᡷ⦟ࠍ㔌ᢔ⊛ߦ㈩⟎ߒߚ႐วߩ⍾⾰⋚ߩ㔡ਛ㔡ᓟേߩ㧟ᰴర⸃ᨆ㧚ᡷ⦟ߩ㈩⟎ㇱߢߪ㧘 㔡ਛߩㆊ㑆㓗᳓ߩᛥߣߘߩᶖᢔ߇ᣧߊ㧘ᴉਅᛥലᨐ߇ࠆ㧚 E3 E5 E2 E4 E1 39m 㕖 ឃ ᳓ Ⴚ ⇇ 5m+d/2 10m d 39m 10m 15m 㕖 ឃ ᳓ Ⴚ ⇇ ജᵄߩᣇะ z ឃ᳓Ⴚ⇇ y એࠍ␜ x ࿑ 11 ⸃ᨆߦ↪ߚ㧟ᰴరࡔ࠶ࠪࡘ ࿑ 12 㔡⩄㊀ߦࠃࠆኒ⚳ੌᓟߩߖࠎᢿ߭ߕߺಽᏓ ᲫᲳ࠰ࡇƷɼƳπᘙᛯ૨ሁᲢ ࠰ࡇЭҞЎNjԃljᲣ ቇⴚ⺰ᢥ ޣSoils and FoundationsޤԘGround improvement of intermediate reclaimed land by compaction through cavity expansion of sand piles (20 ᐕ 10 ឝタ੍ቯ㧕ԙSoil-water coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model(ᛩⓂਛ) ࿖㓙ળ⼏ ޣ3rd Sino-Japan Geotechnical Symposium (Chongqing, China, November 4-7, 2007)ޤSeismic/post-seismic response of a natural soil in delayed settlement, pp.73-86.ޣAPCOM ’07(Japan, Kyoto, December3-6, 2007)ޤSoil-water coupled finite deformation analysis applied to bearing capacity problems of structured clayey soils, ⺰ᢥ⇟ภ:MS29-1-2.ޣEarthquake Hazard and Mitigation㧔Guwahati, India, December 7-8, 2007㧕 ޤEffects of embankment rigidity on behavior of naturally deposited soils during/after earthquakes, pp.249-256.ޣ13th Asian Regional Conference on SMGE (Kolkata, India, December 10-14, 2007)ޤԘStructural upgradation in clay and sand accompanying plastic swelling, pp.23-26. ԙSoil classification for occurrence of in-situ delayed consolidation, pp.415-418. ԚLiquefaction-induced consolidation settlement of soil after earthquake, pp.602-605.ԛ Improvement of manmade island filled with intermediate soils by SCP method, pp.787-790.ޣ2nd US-Japan Workshop on Ground Improvement (Sacramento, California, May 16 and 17, 2008)ޤCoseismic and postseismic deformations of reinforced/improved soil structure-ground systems ࿖ౝ⊒ ╙ޣ62 ࿁ᧁቇળᐕᰴቇⴚ⻠Ṷળ㧔ᐢፉ㧘19 ᐕ 9 㧕ޤ㧟✬ ╙ޣ43 ࿁⋚Ꮏቇળ⎇ⓥ⊒ળ㧔ᐢፉ㧘20 ᐕ㧢㧕ޤ㧤✬ ╙ޣ 57 ࿁ℂ⺰ᔕ↪ജቇቇ⻠Ṷળ㧔᧲੩㧘20 ᐕ㧢㧕 ޤԘ☼ߩኒߣ⍾ߩ✦࿕/ᶧ⁁ൻ 㧙᭴ㅧᔨࠍਛᔃߦߒߡ㧙㧔․⻠Ṷ㧕, pp.1-10, ઁ 1 ✬ ԙ☼⋚㨪⋓♽ߢ⊒↢ߔࠆ㔡ᓟㆃࠇ⎕უߩ᳓㨪㛽ᩰㅪᚑ⸃ᨆ ╙ޣ13 ࿁ᣣᧄ⸘▚Ꮏቇળ㧔บ㧘20 ᐕ 5 㧕 ޤ㑆㓗᳓ߩ ❗ᕈࠍ⠨ᘦߒߚ⍾⾰⋚ߩ㔡ᤨᶧ⁁ൻ㧛✦࿕േߩ⸘▚, Vol.13, No.1, pp.227-230. ޣTC34 ࿖ౝᆔຬળࠪࡦࡐࠫ࠙ࡓޟ⋚ജቇߦ ߅ߌࠆᄢᄌᒻߩ੍᷹ߣࠪࡒࡘ࡚ࠪࡦᴺߦ㑐ߔࠆࠪࡦࡐࠫ࠙ࡓޠ 㧔੩ㇺ㧘19 ᐕ 10 㧕 ޤԘᄙᲑ㓏⹜㛎⋓タ⩄ߦ߁エᒙ⋚ߩㅴⴕᕈ ⎕უߩ⸃ᨆ, pp.69-72. ԙᒝ⋓㨪⍾☼ጀ⋚♽ߩ㔡ਛ㧛㔡ᓟേߩᓇ㗀, pp.73-80. ᲬᲪ࠰ࡇƷɼƳѣʖܭ ᐕᐲߩ⎇ⓥᚑᨐߪ㧘Soils and Foundations ߥߤߩቇⴚ⺰ᢥ߳ᛩⓂߣߣ߽ߦ㧘⋚ἴኂߩᷫἴߩߚߩ੍᷹߮ࠪࡒࡘ ࡚ࠪࡦߦ㑐ߔࠆ࿖㓙ࠪࡦࡐࠫ࠙ࡓ㧔IS-Kyoto㧘21 ᐕ 5 㧕 㧘㔡⋚Ꮏቇߦ߅ߌࠆᕈ⢻⸳⸘ߦ㑐ߔࠆ࿖㓙ળ⼏㧔IS-Tokyo 2009㧘21 ᐕ 6 㧕 㧘4 ᐕߦ 1 ᐲߩ╙ 17 ࿁࿖㓙⋚Ꮏቇળ⼏㧔ࠛࠫࡊ࠻㧘21 ᐕ 10 㧕ߥߤߩ࿖㓙ળ⼏ߢ⊒੍ቯߢߔ㧚 GEOASIA ߩ㜞ᐲൻߦߟߡߪ㧘ਗൻߦࠃࠆ㜞ㅦൻࠍㅴߡࠁ߈߹ߔ㧚ᢎ⢒ࡊࡠࠣࡓߦߟߡߪ㧘GEOASIA ߩ ࠛࡦࠫࡦㇱಽ㧔SYS Cam-clay model㧕ߣࠪࡖࠪㇱಽ㧔᳓㨪㛽ᩰㅪᚑ⸘▚㧕ߦ㑐ߔࠆળຬะߌߩ⻠⠌ળࠍ㐿ߒߚߣ ⠨߃ߡ߹ߔ㧚ߏ᩺ౝߒ߹ߔߩߢᤚ㕖ߏෳടߊߛߐ㧚ᐢႎᵴേߦߟߡߪ㧘ᧄ⎇ⓥળߩ HP ߩ┙ߜߍߩߺߥࠄߕ㧘ડ ᬺዷ␜ࡉࠬ߳ߩౖ߽ⷞ㊁ߦࠇߡࠁ߈߹ߔ㧚 ዻᨼࢸᚡ ᒰ⎇ⓥળߩળ㐳ߩᵻጟవ↢߇⋚Ꮏቇળߩળ㐳ߦዞછߐࠇ߹ߒߚߦࠇߘޕᕯߓߥࠃ߁ߥᵴേࠍߒߡ߈ߚߣᕁ߹ ߔߏߩޘ⋉ޕᡰេߩ߶ߤࠃࠈߒߊ߅㗿ߒ߹ߔ㧚߹ߚ㧘⧷⺆ ߩ Bulletin ഃೀภ߽⊒ⴕߒ߹ߒߚ㧚ᤚ㕖ߏⷩߊߛߐ㧚 $WNNGVKP0Q ᐔᚑ ᐕ ᣣ⊒ⴕ ✬㓸㧦GEOASIA ⎇ⓥળോዪ 6'.'OCKNIGQCUKC"UQKNEKXKNPCIQ[CWCELR ឃ᳓Ⴚ⇇ ᄢ᳇ 㕖 ឃ ᳓ 㕖 ឃ ᳓ GEOASIA İ ોᑣ˳ǛஊƢǔ෩ཞ҄עႴƷᲭഏΨᚐௌ
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