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飽和粘性土の一次元圧密試験における一次および二次圧密挙動

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(1)

㘻๺☼ᕈ࿯ߩ৻ᰴర࿶ኒ⹜㛎ߦ߅ߌࠆ৻ᰴ߅ࠃ߮ੑᰴ࿶ኒ᜼േ



ᷡ᳓ ᱜ༑࡮⼱Ꮉ ᄢノ

㠽ขᄢቇᄢቇ㒮Ꮏቇ⎇ⓥ⑼␠ળၮ⋚Ꮏቇኾ᡹࿯ᧁᎿቇࠦ࡯ࠬ

Primary and Secondary Consolidation Behavior in Oedometer Tests of Saturated Cohesive Soil

Masayoshi SHIMIZU, Daiki TANIGAWA

Civil Engineering Course, Department of Management of Social Systems and Civil Engineering,

Graduate School of Engineering, Tottori University

Tottori, 680-8552 Japan

E-mail: [email protected]

Abstract: A series of oedometer tests were conducted on saturated cohesive soil. The height of specimen was varied as 1, 2 and 4cm. At the specimen's bottom, pore-water pressure was measured to judge the time at which the primary consolidation ends, tEOP. and vertical load was also measured to estimate the friction mobilizing on the side surface of the specimen. The primary and secondary consolidation strains developing before tEOP were estimated based on the secondary compression rate, CĮ, which was determined from the strain vs. time relationships after tEOP. The estimated primary consolidation strain was compared with the strain predicted by Terzaghi's theory of consolidation.

Key Words: Primary consolidation, Secondary compression, Side friction, Terzaghi's theory, Saturated cohesive soil,

㧝㧚ߪߓ߼ߦ  㘻๺☼ᕈ࿯ߩ ৻ᰴర࿶ ኒ⹜㛎ࠍ ⴕߞߚ㧚ଏ⹜ ૕ߩෘߐࠍ㧠cm㧘㧞cm㧘㧝cm ߣᄌ߃ߡ㧘ߐࠄߦ ゲᄌ૏એᄖߦ㧘ᐩ㕙ߦ߅ߌࠆゲ⩄㊀ߣ㑆㓗᳓࿶ࠍ ᷹ቯߒߚ㧚ᐩ㕙ゲ⩄㊀ߪ࿶ኒ࡝ࡦࠣߣଏ⹜૕ߣߩ ៺ᡂࠍ⹏ଔߔࠆߚ߼ߦ᷹ቯߒߚ㧚߹ߚ㧘㑆㓗᳓࿶ ߪ৻ᰴ࿶ኒ⚳ੌᤨ㑆ࠍ್ቯߔࠆߩߦ೑↪ߒߚ㧚 ᧄ⎇ⓥߢߪ㧘 ㆊ೾㑆㓗 ᳓࿶ᶖᢔ ᓟߩ᜼േ߆ࠄ ੑᰴ࿶❗ㅦᐲ CĮࠍ᳿ቯߒ㧘ߘࠇߦၮߠ޿ߡㆊ೾ 㑆㓗᳓࿶ᶖᢔ೨ߩ৻ᰴ࿶ኒ߅ࠃ߮ੑᰴ࿶ኒ㊂ࠍផ ቯߒߚ㧚ߐࠄߦ Terzaghi ߩ࿶ኒℂ⺰ࠍㆡ↪ߒߡ㧘 ৻ᰴ࿶ኒ㊂ߩផቯ୯ߣᲧセߔࠆ㧚  㧞㧚⹜ᢱ߅ࠃ߮ଏ⹜૕૞⵾ᣇᴺ ✵ࠅ㄰ߒౣ࿶ ኒߒߚ㘻 ๺☼ᕈ࿯ ⹜ᢱ㧔⮮᫪☼ ࿯㧕ࠍ૶↪ߒߚ㧚ᄢဳ࿶ኒ ኈེߢᦨᄢ࿶ኒ࿶ജ 73kPa ߢ੍஻࿶ኒߒߚ߽ߩߢ޽ࠆ㧚⴫㧝ߣ࿑㧝ߦ ⹜ᢱߩ‛ℂ⊛ᕈ⾰ࠍ␜ߔ㧚⹜ᢱࠍ⋥ᓘ6cm㧘ෘߐ 㧔H0㧕ࠍ1㧘2 ߅ࠃ߮ 4cm ߩଏ⹜૕ߦᢛᒻߒߚ㧚  㧟㧚⹜㛎ⵝ⟎߅ࠃ߮⹜㛎ᣇᴺ ࿑㧞ߦ⹜㛎ⵝ ⟎ߩో૕ ࿑ࠍ␜ߔ 㧚ߎߩ⹜㛎ⵝ ⟎ࠍᮡḰ࿶ኒ⹜㛎ᯏߦ⸳⟎ߒ㧘਄㕙ឃ᳓࡮ᐩ㕙㕖 ឃ᳓ߩ᧦ઙߢ࿶ኒࠍⴕߞߚ㧚 ࠮࡞࿶ 100kPa ࠍ૞↪ߐߖ㧘࿶ኒ⩄㊀ࠍ 9.8 ߆ࠄ 1256(kPa)߹ߢ⩄㊀ჇಽᲧ㧝ߢᲑ㓏⊛ߦタ⩄ߒߚ㧚 ࿶ኒ⩄㊀㧔࿑㧝ෳᾖ㧕ࠍଏ⹜૕ᢿ㕙Ⓧߢ㒰ߒߚ୯ ⴫㧝 ⹜ᢱߩ‛ℂ⊛ᕈ⾰ ࿯☸ሶኒᐲ (g/cm3) 2.683 ࠪ࡞࠻ಽ (%) 55.5 ☸ᐲ ☼࿯ಽ (%) 45.5 ᶧᕈ㒢⇇ (%) 56.7 ႟ᕈ㒢⇇ (%) 31.1 ࠦࡦࠪࠬ࠹ࡦࠪ࡯ ႟ᕈᜰᢙ (%) 25.6 0 10 20 30 40 50 60 70 80 90 100 0.0001 0.001 0.01 0.1 ☸ᓘ㧔mm㧕 ㅢ⽻⊖ ಽ₸㧔㧑㧕 ࿑㧝 ☸ᓘടⓍᦛ✢

(2)

ࠍ࿶ኒ࿶ജ㧔p㧕ߣ๭߮㧘࿶ኒߩᲑ㓏ࠍ⼂೎ߔࠆ㧚 ࠮࡞࿶100kPa ࠍ૞↪ߐߖࠆߣタ⩄᫔ߦ⚂ 3kPa ಽ ߩ਄ะ߈ߩജ߇↢ߓࠆ㧚ᓥߞߡ㧘ᱜ๧ߩ࿶ኒ࿶ജ ߪ p ࠃࠅ⚂ 3kPa ዊߐ޿㧚ᔅⷐߦᔕߓߡᱜ๧ߩ࿶ ኒ࿶ജࠍprߣᦠߊ㧚 ࿶ኒᤨ㑆ߪ㧘ฦᲑ㓏ߢ24 ᤨ㑆ߢ޽ࠆ㧚 㧠㧚⹜㛎⚿ᨐ߅ࠃ߮⠨ኤ 㧠㧚㧝 㑆㓗᳓࿶ߩ᜼േ ࿑㧟㧔a㧕㨪㧔c㧕ߦ㑆㓗᳓࿶ߣᤨ㑆ߩ㑐ଥࠍ␜ ߔ㧚ઍ⴫⊛ߥ଀ߣߒߡ㧘p㧩9.8㧘39.2 ߅ࠃ߮ 314kPa ߩᲑ㓏ࠍ␜ߔ㧚ਅߦㅀߴࠆࠃ߁ߦ଀ᄖߪ ޽ࠆ߇㧘㑆㓗᳓࿶ߪタ⩄㧔t㧩0㧕ᓟ㧘৻ᣤ਄᣹ߒ㧘 ߘߩᓟૐਅߔࠆ㧚ߎߩ᜼േ߆ࠄ㧘ㆊ೾㑆㓗᳓࿶߇ ᶖᢔߒߚߣ್ᢿߒߚᤨ㑆㧔tEOP㧕ࠍ᳿ቯߒߚ㧔࿑ ߦߪࡑ࡯ࠢߢ␜ߒߚ㧕㧚 p㧩9.8kPa㧔H0㧩1cm㧕ߦ߅޿ߡ㧘࿶ኒ⩄㊀ࠍ タ⩄ߔࠆ೨㧘㑆㓗᳓࿶߇࠮࡞࿶ࠃࠅૐߊ㧘࿶ኒ⩄ ㊀ࠍタ⩄ߒߚᤨ㧘㑆㓗᳓࿶ߪ߹ߛ਄᣹ਛߢ޽ߞߚ㧚 ߹ߚ㧘ߔߴߡߩ࿶ኒᲑ㓏ߢH0㧩4cm ߩ႐วߦ㑆 㓗᳓࿶ߩ਄᣹ㅦᐲ߇ㆃ޿௑ะ߇⷗ࠄࠇߚ㧚 ߎࠇࠄߩ⃻⽎ࠍ⠨ᘦߔࠆߣ㧘㑆㓗᳓࿶᷹ቯ⚻ 〝ߩࡈ࡜࠶ࠪࡦࠣ߇ਇචಽߢ޽ߞߚน⢻ᕈ߇⠨߃ ࠄࠇࠆ㧚ࡈ࡜࠶ࠪࡦࠣߪ㧘ଏ⹜૕ᐩ㕙ߦ⸳⟎ߒߚ ࡐ࡯࡜ࠬࠬ࠻࡯ࡦߣ㧘ߘߩਅߩ࿶ജᄌ឵ེߦߟߥ ߇ࠆ⚦ሹࠍ⣕᳇ߔࠆߎߣߣᷙ౉ߒߚ⇣‛ࠍឃ㒰ߔ ࠆߚ߼ߦⴕ߁㧚 H0㧩㧝cm ߩ⹜㛎ߩ p㧩9.8kPa ߩᲑ㓏ߣ H0=4cm ߩ⹜㛎ߢ਄⸥ߩᓇ㗀߇ᄢ߈߆ߞߚߣᕁࠊࠇࠆ㧚ߘ ߩ⚿ᨐ㧘․ߦ㧘H0㧩㧝cm ߩ p㧩9.8kPa ߩ႐วߦ tEOPࠍ᳿ቯߢ߈ߥ߆ߞߚ㧚 ࿑㧟ߦ߅޿ߡ㧘ㆊ೾㑆㓗᳓࿶ߪ࿶ኒ࿶ജߩჇ ಽߣหߓߛߌ਄᣹ߒߡ޿ߥ޿㧚ߎࠇߪタ⩄ߣหᤨ ߦ࿶ኒ߇ㅴⴕߒ㧘ㆊ೾㑆㓗᳓࿶߇ᷫዋߒߡ޿ߊߚ ߼ߢ޽ࠆ㧚 ࿑㧠ߦㆊ೾㑆㓗᳓࿶ߩᦨᄢ୯㧔ǻumax㧕ߣ࿶ኒ ࿶ജჇടಽ㧔ǻp㧕ߩᲧ㧔B ୯㧕ߣ࿶ኒ࿶ജߩ㑐 ଥࠍ␜ߔ㧚p㧩40kPa ߩᲑ㓏ߢ B ୯߇ᦨᄢߦߥࠅ㧘 ߘࠇએ㒠ߪ㧘p ߩჇടߣߣ߽ߦૐਅߔࠆ௑ะߦ޽ ࠆ㧚 ࿑㧡ߦฦଏ⹜૕ෘߐH0ߦ߅ߌࠆ࿶ኒ࿶ജ㧔p㧕 ߣtEOPߩ㑐ଥࠍ␜ߔ㧚 ࿑㧞 ⹜㛎ⵝ⟎ ٨ ㆊ೾㑆㓗᳓࿶ᶖᢔὐ㧔H0=㧝cm㧕 ً ㆊ೾㑆㓗᳓࿶ᶖᢔὐ㧔H0=㧞cm㧕 ع ㆊ೾㑆㓗᳓࿶ᶖᢔὐ㧔H0=㧠cm㧕 97 98 99 100 101 102 103 104 0.01 1 t 䋨min䋩 100 10000 u 䋨 kP a䋩 䋱cm 䋴cm 䋲cm p =9.8kPa (a) p=9.8kPa 90 100 110 120 130 0.01 1 100 10000 t 䋨min䋩 u 䋨 kP a䋩 䋱cm 䋴cm 䋲cm p =39.2kPa (b) p=39.2kPa 90 140 190 240 290 0.01 1 t 䋨min䋩 100 10000 u 䋨 kP a䋩 䋱cm 䋴cm 䋲cm p =314kPa (c) p=314kPa ࿑㧟 úlog t 㑐ଥ

(3)

ߎߩ࿑߆ࠄ㧘ߤߩ࿶ኒᲑ㓏ߦ߅޿ߡ߽ଏ⹜૕ ෘߐ߇ዊߐ޿߶ߤ㧘ㆊ೾㑆㓗᳓࿶ߩᶖᢔ߇ᣧ޿ߎ ߣ߇ࠊ߆ࠆ㧚ߎࠇߪ㧘ଏ⹜૕ෘߐ߇ዊߐ޿߶ߤᦨ ᄢឃ᳓〒㔌߇⍴޿߆ࠄߢ޽ࠆ㧚 ߹ߚ㧘ฦଏ⹜૕ෘߐH0ߦኻߒߡ㧘p ߇ᄢ߈ߊ ߥࠆ߶ߤ㧘tEOPߪᄢ߈ߊߥߞߡ޿ࠆ㧚 ࿑㧢ߦ㧘tEOPࠍлt ᴺߢ᳞߼ߚ t100ߣᲧセߒߚ㧚 лt ᴺߢ᳞߼ߚ t100ࠍ tEOPߢ㒰ߒߚ୯ࠍଏ⹜૕Ფ ߦ␜ߒߡ޿ࠆ㧚ߎߎߢ㧘ଏ⹜૕ෘߐ 1cm ߩ p㧩 9.8kPa ߩᲑ㓏ߢߪ㧘వߦㅀߴߚℂ↱ߦࠃࠅᱜ⏕ ߥ tEOPࠍ᳿ቯߢ߈ߥ߆ߞߚߚ߼㧘࿑␜ߒߡ޿ߥ޿㧚 ࿑߆ࠄ㧘ߤߩ⩄㊀Ბ㓏ߢ߽ t100㧔лt ᴺ㧕㧨tEOP ߩ㑐ଥߦ޽ࠆߎߣ߇ࠊ߆ࠆ㧚߹ߚ㧘⩄㊀߇ᄢ߈ߊ ߥࠆߦߟࠇߡ㧘ߘߩᏅ߇ᄢ߈ߊߥߞߡ޿ࠆ㧚 0.01 0.1 1 1 10 100 1000 10000 pr 䋨kPa䋩 t100 䋨㺕 tᴺ䋩 /tEOP 䋱cm 䋴cm 䋲cm ࿑㧢 tEOPߣt100㧔лt ᴺ㧕ߩᲧセ 㧠㧚㧞 ߭ߕߺߩ᜼േ ࿑㧣㧔a㧕㨪㧔h㧕ߦ߭ߕߺߣᤨ㑆ߩ㑐ଥࠍ␜ߔ㧚 หߓ࿶ኒ࿶ജߦኻߒߡ㧘ෘߐߩ⇣ߥࠆฦଏ⹜૕ߩ ᜼േࠍᲧセߒߡ޿ࠆ㧚ߤߩ⩄㊀Ბ㓏ߦ߅޿ߡ߽ㆊ ೾㑆㓗᳓࿶߇ᶖᢔߒߚᤨὐߩ߭ߕߺ㧔İEOP㧕ߪଏ ⹜૕ෘߐߦࠃߞߡ⇣ߥߞߚ㧚ᱜⷙ࿶ኒ⁁ᘒ㧔p҈ 157kPa㧕ߢߪ㧘ଏ⹜૕ෘߐ߇ᄢ߈޿߶ߤ İEOP߇ ᄢ߈ߊߥࠆ௑ะ߇⷗ࠄࠇࠆ㧚ߎߩߎߣߪ㧘৻ᰴ࿶ ኒਛߦ߅޿ߡ߽ੑᰴ࿶ኒ߇⿠ߎߞߡ޿ࠆน⢻ᕈࠍ ␜ໂߒߡ޿ࠆ㧚 t㧪tEOPߢߩ᜼േࠍ⷗ࠆߣ㧘ߤߩ⩄㊀Ბ㓏ߦ߅޿ ߡ߽ଏ⹜૕ෘߐߦ㑐ࠊࠄߕ㧘߭ߕߺߪᤨ㑆ߩኻᢙ ߦኻߒߡ⋥✢⊛ߦᄌൻߒߡ޿ࠆ㧔Ⴧടߒߡ޿ࠆ㧕 ߎߣ߇ࠊ߆ࠆ㧚 㧠㧚㧟 Terzaghi ߩ࿶ኒℂ⺰ߣߩᲧセ 㧔㧝㧕ੑᰴ࿶ኒ․ᕈ t㧪tEOPߦ߅޿ߡ⊒↢ߒߚ߭ߕߺߪߔߴߡੑᰴ࿶ ኒࠃࠆ߭ߕߺ İs ߢ޽ࠅ㧘㧠㧚㧞ߢᜰ៰ߒߚࠃ߁ ߦİsߪ D H C t d d S log (1) ߩ㑐ଥߦᓥߞߡᄌൻߔࠆߣ઒ቯߔࠆߎߣ߇ߢ߈ࠆ㧚 t҈t0 ߦ߅޿ߡੑᰴ࿶ኒ߇↢ߓࠆߣ⠨߃ߡ㧘ᑼ(1) ࠍt㧩t0ߦ߅޿ߡİs㧩0 ߩೋᦼ᧦ઙߩਅߢⓍಽߔࠆ ߣ 0 log t t C s ˜ H ǩ (2) ߣߥࠆ㧚 㧔㧞㧕઒ቯ ৻ᰴ࿶ኒ㊂İpࠍ İp㧩İ㧙İs (3) ߣߒߡ⹏ଔߔࠆ㧚ߎߎߦİ ߪታ᷹߭ߕߺߢ޽ࠆ㧚 ߐࠄߦ㧘ਅߩ 㧞ߟߩ઒ ቯࠍ⸳ߌ ߡ㧘ߘࠇߙࠇ ߩ઒ቯߩਅߢ৻ᰴ߅ࠃ߮ੑᰴ࿶ኒ㊂ࠍផቯߒߚ㧚 ઒ቯ㧝㧦t0㧩tEOP ߣ઒ቯߔࠆ㧘හߜ㧘t㧨tEOP ߦ߅ ޿ߡੑᰴ࿶ኒ߇↢ߓߥ޿㧘ᓥߞߡ t㧨tEOP ߦ߅ߌ ࠆታ᷹߭ߕߺ İ ߪߔߴߡ৻ᰴ࿶ኒ㊂ߢ޽ࠆߣ઒ቯ ߔࠆ㧚 ઒ቯ㧞㧦t0㧨tEOPߣ઒ቯߔࠆ㧚t㧨tEOPߦ߅޿ߡ㧘 ੑᰴ࿶ኒ߇⊒↢ߔࠆ㧚ੑᰴ࿶ኒİsߪᑼ㧔2㧕ߢ⴫ ࠊߐࠇ㧘৻ᰴ࿶ኒ㊂İpߪᑼ㧔3㧕ߢ⴫ࠊߐࠇࠆ㧚 㧔㧟㧕઒ቯ㧝ߦၮߠߊ৻ᰴ࿶ኒߩℂ⺰୯ ታᤨ㑆t ߦ⋧ᒰߔࠆᤨ㑆ଥᢙ TVߪ 0 0.2 0.4 0.6 0.8 1 1 10 100 1000 10000 pr 䋨kPa䋩 B 䋨 㼺 uma x /㼺 p䋩 䋱cm 䋴cm 䋲cm ࿑㧠 B ୯́log p 㑐ଥ 0.1 1 10 100 1000 1 10 100 1000 10000 pr 䋨kPa䋩 t EOP 䋨 mi n䋩 䋱cm 䋴cm 䋲cm ࿑㧡 tEOP㧙log p 㑐ଥ

(4)

ޓ V v c H t T ˜ 2 (4) ߢ᳞߼ࠄࠇࠆ㧚ߎߎߦcVߪታ᷹࠺࡯࠲ߦлt ᴺࠍ ㆡ↪ߒߡ᳞߼ߚ࿶ኒଥᢙߢ޽ࠆ㧚Tvߦ⋧ᒰߔࠆ ࿶ኒᐲߪ㧘ℂ⺰ࠃࠅ㧘 ) exp( 2 1 0 2 2

¦

f  ˜  m Tv M M U (5) ߎߎߦ ٨ ㆊ೾㑆㓗᳓࿶ᶖᢔὐ㧔H0=㧝cm㧕㧘ً㧔H0=㧞cm㧕㧘ع㧔H0=㧠cm㧕 0 0.002 0.004 0.006 0.008 0.01 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =9.8kPa 0 0.005 0.01 0.015 0.02 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =19.6kPa

(a) p=9.8kPa (b) p=19.6kPa

0 0.005 0.01 0.015 0.02 0.025 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =39.2kPa 0 0.01 0.02 0.03 0.04 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =78.5kPa (c) p=39.2kPa (d) p=78.5kPa 0 0.01 0.02 0.03 0.04 0.05 0.06 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =157kPa 0 0.02 0.04 0.06 0.08 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =314kPa

(e) p=157kPa (f) p=314kPa

0 0.02 0.04 0.06 0.08 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =628kPa 0.020 0.04 0.06 0.08 0.01 1 100 10000 t 䋨min䋩 İ 䋱cm 䋴cm 䋲cm p =1256kPa (g) p=628kPa (h) p=1256kPa ࿑㧣 İ́log t 㑐ଥ

(5)

Ǹ 2 1 2m M  㧔m㧩0㧘1㧘2̖㧕 ߢਈ߃ࠄࠇࠆ㧚઒ቯࠃࠅ㧘U㧩100㧑ߦ⋧ᒰߔࠆ ߭ߕߺİ100ߪ İ100㧩İEOP (6) ߢਈ߃ࠄࠇࠆ㧚છᗧߩ࿶ኒᐲ U ߦኻߔࠆ߭ߕߺİ’ߣ߅ߊߣ㧘İ’ߪᑼ(6)ࠃࠅ İ’㧩 İEOP࡮U (7) ߢ᳞߼ࠄࠇࠆ㧚 ᑼ(4)㧘(5)㧘(7)ࠃࠅ㧘İ’㧙t ߩℂ⺰⊛㑐ଥࠍ᳞߼ ࠆߎߣ߇ߢ߈ࠆ㧚 㧔㧠㧕઒ቯ㧞ߦၮߠߊ৻ᰴ࿶ኒߩℂ⺰୯ ࿑㧤ෳᾖࠍෳᾖߔࠆ㧚İp㧙t 㑐ଥࠃࠅ t㧩tEOPߦ ߅ߌࠆ߭ߕߺ㧔İpEOP㧕ࠍ᳿ቯߔࠆߎߣ߇ߢ߈ࠆߩ ߢ㧘İp90ߪ İp90㧩İpEOP×0.9 (8) ߢ᳞߼ࠄࠇࠆ㧚ߐࠄߦİp㧙t 㑐ଥࠃࠅ㧘İp90ߦ߅ ߌࠆታᤨ㑆㧔t90㧕ࠍផቯߢ߈ࠆߩߢޔcVߪᑼ(4) ࠃࠅ㧘 90 2 90 t H T cV V ˜ (9) ߢ᳞߼ࠄࠇࠆ㧚ታᤨ㑆t ߦ⋧ᒰߔࠆᤨ㑆ଥᢙ TV ߪᑼ㧔4㧕ߢ᳞߼ࠄࠇࠆ㧚Tvߦ⋧ᒰߔࠆ࿶ኒᐲߪ㧘 ℂ⺰ࠃࠅ㧘ᑼ㧔5㧕ߢਈ߃ࠄࠇࠆ㧚છᗧߩ࿶ኒᐲ U ߦኻߔࠆ߭ߕߺࠍ İp’ߣ߅ߊߣ㧘İp’ߪ İp’㧩 İpEOP࡮U (10) ߢ᳞߼ࠄࠇࠆ㧚 ᑼ㧔4㧕㧘㧔5㧕㧘㧔8㧕㧘㧔9㧕㧘㧔10㧕ࠃࠅ㧘İp’㧙t ߩ ℂ⺰⊛㑐ଥࠍ᳞߼ࠆߎߣ߇ߢ߈ࠆ㧚 0 0.01 0.02 0.03 0.04 0.05 0.1 1 10 t 䋨min䋩100 1000 10000 İ İEOP İp İ İs 1 CĮ p =314kPa tEOP İpEOP H0=1cm ࿑㧤 İ㧘İs㧘İp㑐ଥ 㧔㧡㧕⚿ᨐߩᲧセ ࿑㧥(a)㨪(c)ߦ p㧩314kPa㧔ᱜⷙ࿶ኒ⁁ᘒ㧕ߦ ߅ߌࠆ 1) ታ᷹ İ㧙log t 㑐ଥ 2) ઒ቯ㧝ߦၮߠߊℂ⺰⊛ İ’㧙log t 㑐ଥ 3) ઒ቯ㧞ߦၮߠߊ İp㧙logt 㑐ଥ 4) ઒ቯ㧞ߦၮߠߊℂ⺰⊛ İp’㧙log t 㑐ଥ ࠍ␜ߒߚ㧚઒ቯ㧞ߦၮߠ޿ߡ İp’ࠍ᳞߼ࠆߦߪ㧘t0 ߩ୯߇ᔅⷐߢ޽ࠆ㧚࿑㧥ߪ t0 ࠍߘࠇߙࠇ࿑ࠠࡖ ࡊ࡚ࠪࡦߦ␜ߒߚࠃ߁ߦ઒ቯߒߚ߽ߩߢ޽ࠆ㧚 ࿑㧥ߦ߅޿ߡ İ ߣ İ’ࠍᲧߴࠆ㧚H0㧩㧝cm ߣ㧞 cm ߩ႐วߦߪ㧘İ ߣ İ’ߩ᜼േ߇ోߊ⇣ߥߞߡ޿ ࠆ㧚หߓᤨ㑆ߦ߅޿ߡℂ⺰୯ࠃࠅ߽ታ᷹୯߇ᄢ߈ ٨ ㆊ೾㑆㓗᳓࿶ᶖᢔὐ 0 0.01 0.02 0.03 0.04 0.05 0.1 1 10t 䋨min䋩100 1000 10000 İ İp İp’ İ İ ’ p =314kPa H0=1cm (a) H0㧩㧝cm㧔t0㧩0.05min㧕 0 0.01 0.02 0.03 0.04 0.05 0.06 0.1 1 10t 䋨min䋩100 1000 10000 İ İ İ İp’ İp p =314kPa H0=2cm (b) H0㧩㧞cm㧔t0㧩0.05min㧕 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.1 1 10t 䇭䋨min䋩100 1000 10000 İ İ İp’ İp p =314kPa H0=4cm İ ’ (c) H0㧩㧠cm㧔t0㧩0.4min㧕 ࿑ 㧥  İ 㧙 log t 㑐 ଥ 㧔 ℂ ⺰ ୯ ߣ ߩ Ყ セ 㧘 p=314kPa㧕

(6)

޿ߎߣ߆ࠄ㧘t㧨tEOPߦ߅޿ߡ߽ੑᰴ࿶ኒ߇↢ߓߡ ޿ࠆߣ⠨߃ࠆߴ߈ߢ޽ࠆ㧚H0㧩㧠cm ߩ႐วߦߪ İ ߣ İ’ߩᦛ✢ߪૃߚᒻ⁁ߢߪ޽ࠆ߇㧘ᤨ㑆߇ᄢ߈ ߊ⇣ߥߞߡ޿ࠆ㧚ߎߩࠃ߁ ߦ㧘৻ᰴ࿶ኒ⚳ੌࠍ tEOPߢ್ቯߒߡ߽ Terzaghi ߩℂ⺰ߢታ᷹୯ࠍ⺑᣿ ߢ߈ߥ޿㧚 ᓟㅀߔࠆࠃ߁ ߦ㧘ଏ⹜ ૕ෘߐ߇ ᄢ߈޿߶ߤ๟ 㕙៺ᡂ߇ᄢ߈ߊߥࠆ㧚H0㧩4cm ߩ႐วߦߪ㧘๟ 㕙៺ᡂߩᓇ㗀߇ᄢ߈޿ߎߣ߇㑐ଥߒߡ޿ࠆ߆߽ߒ ࠇߥ޿㧚 ᰴߦ㧘İİp’ࠍᲧߴࠆ㧚H0=1cm ߣ 2cm ߩ႐ วߦߪ㧘᜼േ߇ోߊ⇣ߥߞߡ޿ࠆ㧚H0=4cm ߩ႐ วߪૃߚᒻ⁁ߢߪ޽ࠆ߇㧘ᤨ㑆߇⧯ᐓ⇣ߥߞߡ޿ ࠆ㧚઒ቯ㧞ߢߪ㧘 t㧪tEOP ߦ߅޿ߡ↢ߓࠆੑᰴ࿶ ኒ․ᕈࠍ Cǩߢ⹏ଔߒߡ㧘ߘࠇࠍ t㧨tEOPߦኻߒߡ ߽᜛ᒛߒߚ㧚ߎߩࠃ߁ߦ t㧨tEOP ߦ߅޿ߡ↢ߓࠆ ੑᰴ࿶ኒ㊂ࠍ⠨ᘦߒߡ߽㧘৻ᤨ࿶ኒ㊂ İp ߩ᜼േ ߪTerzaghi ߩℂ⺰ߣ⇣ߥߞߚ㧚 ߎߩߎߣߪ㧘 ઒ቯߩㆡ ↪ᕈߦ㒢 ⇇߇޽ࠆߎߣ ࠍ␜ߒߡ޿ࠆߣ⠨߃ࠄࠇࠆ߇㧘޽ࠆ޿ߪㆊ೾㑆㓗 ᳓࿶ᶖᢔ೨ߢ޽ߞߡ߽ Terzaghi ߩℂ⺰ߢ⺑᣿ߢ ߈ߥ޿᜼േࠍ␜ߔߣ޿߁น⢻ᕈุ߽ቯߢ߈ߥ޿㧚 㧠㧚㧠 H2ೣߩᬌ⸽ Terzaghi ߩ࿶ኒℂ⺰ߢߪ࿶ኒᤨ㑆ߪጀෘߩ 2 ਸ਼ ߦᲧ଀ߒߡ㐳ߊߥࠆ㧚ߎߩߎߣࠍᬌ⸽ߔࠆߚ߼ߦ㧘 ฦ⩄㊀Ბ㓏ߢ t90ࠍଏ⹜૕㑆ߢᲧセߒߚ㧚H0=2cm ߩ t90 ࠍၮḰߦߒߡᲧߢ⴫ߔ㧚t90 ߣߒߡлt ᴺߦ ࠃߞߡ᳞߼ߚ႐วߣ tEOPߩ 90㧑ߩ୯㧔t90EOP㧕ߩ ႐วߦߟ޿ߡ㧘ߘࠇߙࠇ㧘࿑10 ߅ࠃ߮࿑ 11 ߦ␜ ߒߚ㧚 0.1 1 10 1 10 100 1000 10000 pr 䋨kPa䋩 t90 /t90 䋨H 0 =2 cm 䋩 䋱cm 䋴cm 䋲cm H2 ࿑ 10 лt ᴺߦࠃߞߡ᳞߼ߚ t90ߦࠃࠆ H2ೣߩᬌ ⸽ ߎߎߢ t100ߢߪߥߊߢ t90ߢᲧセߒߚߩߪ㧘лt ᴺߢߪ t100ࠍ᳿ቯߢ߈ߥ޿߆ࠄߢ޽ࠆ㧚߹ߚ㧘࿑ ਛߩ H2 pߪ㧘ଏ⹜૕ෘߐ 2cm ࠍၮḰߦߒߚ႐ว ߩฦଏ⹜૕ߩ H2 ೣߩℂ⺰୯ߢ޽ࠆ㧚ߥ߅㧘ଏ⹜ ૕ෘߐߪೋᦼෘߐH0ߦࠃࠅ⹏ଔߒߚ㧚 ࿑ 10 ࠃࠅ㧘лt ᴺߢߪᱜⷙ࿶ኒ⁁ᘒߦ౉ࠆߣ H2ೣߪ߶߷ᚑ┙ߒߡ޿ࠆ㧚t<t90 ߦ߅ߌࠆታ᷹࿶ ኒ㊂ߪ Terzaghi ߩℂ⺰ߢ⺑᣿ߢ߈ࠆߎߣࠍ⴫ߔ㧚 ৻ᣇ㧘࿑ 11 ߦ߅޿ߡ㧘t90EOP ߢߪߤߩᲑ㓏ߢ߽ H2 ೣ߇ᚑ┙ߒߡ޿ߥ޿㧚ߎߩߎߣߪㆊ೾㑆㓗᳓ ࿶ߩᶖᢔᤨὐࠍ t100 ߣߔࠆߣ t100 એ೨ߩ᜼േ߇ Terzaghi ߩℂ⺰ߦᓥࠊߥ޿ߎߣࠍ⴫ߒߡ޿ࠆ㧚 лt ᴺߪゲᄌ૏߆ࠄ t90ࠍ᳞߼ߡ߅ࠅ㧘t90EOPߪ 㑆㓗᳓࿶㧔ᶖᢔᤨ㑆 t100㧕߆ࠄ᳞߼ߡ޿ࠆߚ߼㧘 ૶↪ߒߡ޿ࠆ࠺࡯࠲߇⇣ߥߞߡ޿ࠆ㧚ߎࠇ߇ H2 ೣߩᬌ⸽⚿ᨐߦᏅ߇↢ߓߚℂ↱ߣ⠨߃ࠄࠇࠆ㧚 㧠㧚㧡 ๟㕙៺ᡂߦߟ޿ߡ ࿑12 ߦ㧘p㧩314kPa ߦ߅ߌࠆ㧘ᐩ㕙ゲ⩄㊀ߩ ᷹ቯ୯㧔න૏㕙Ⓧᒰߚࠅߩജߦ឵▚㧕߆ࠄ࠮࡞࿶ ࠍᒁ޿ߚ୯㧔pu㧕ߣᤨ㑆ߩ㑐ଥࠍ␜ߔ㧚᷹ቯ୯ߪ ᐩ㕙ߦ૞↪ߔࠆోᔕജߦ⋧ᒰߔࠆ㧚 pH0߇ᄢ߈޿߶ߤዊߐߊߥߞߚ㧚H0߇ᄢ߈ ޿߶ߤଏ⹜૕๟㕙Ⓧ߇ᄢ߈޿ߩߢ੍ᗐߐࠇߚ⚿ᨐ ߢ޽ࠆ㧚ߚߛߒ㧘๟㕙៺ᡂജߩᄢ߈ߐ㧔=p-pu㧕 ߪH0ߦᲧ଀ߒߡ޿ߥ޿㧚 180 230 280 330 0.01 1 100 10000 t 䋨min䋩 pu䇭 䋨kP a䋩 䋱cm 䋴cm 䋲cm p =314kPa12 pu㧙log t 㑐ଥ 13 ߦ puߩᦨᄢ୯㧔pumax㧕ߣ prߩᲧ㧔pumax/ pr㧕ࠍp ߦኻߒߡ␜ߒߚ㧚ߎߩᲧ㧔pumax/ pr㧕߇ዊ ߐ޿߶ߤ๟㕙៺ᡂߩᓇ㗀߇ᄢ߈޿ߎߣࠍ⴫ߔ㧚 ࿑ࠃࠅ㧘߶ߣࠎߤߩ⩄㊀Ბ㓏ߢ㧘pumax ߪ pr ࠃ 0.01 0.1 1 10 1 10 100 1000 10000 pr 䋨kPa䋩 t90 /t90 䋨H 0 =2 cm 䋩 䋱cm 䋴cm 䋲cm H2p ࿑11 t90EOPߦࠃࠆH2ೣߩᬌ⸽

(7)

ࠅዊߐ޿ߎߣ߇ࠊ߆ࠆ㧚 ⹜㛎ᓟߦ⹜ᢱ ߇ߥ޿⁁ ᘒߢ࿶ኒ ⩄㊀ߣᐩ㕙⩄ ㊀ߩ㑐ଥࠍ⺞ߴߚ߇㧘Ᏹߦ৻ቯߩ㑐ଥߦߥࠄߥ޿ ߎߣ߇ࠊ߆ߞߚ㧚ߎࠇߪ㧘࿶ኒኈེߩᐩ᧼߇ࡇࠬ ࠻ࡦ⁁ߦߥߞߡ߅ࠅ㧘᳓ኒᕈࠍ⏕଻ߔࠆߚ߼ࡇࠬ ࠻ࡦ๟㕙ߦ O ࡝ࡦࠣࠍⵝ⌕ߒߡ޿ࠆߚ߼ߢ޽ࠆ ߣ⠨߃ࠄࠇࠆ㧚 ߒ߆ߒ㧘ߎߩ ࠃ߁ߥⵝ ⟎ߩ᭴ㅧ ਄ߩ៺ᡂࠍ⠨ ᘦߒߚߣߒߡ߽㧘៺ᡂജߪ H0 ߇ᄢ߈޿߶ߤᄢ߈ ߊߥࠆ㧚 ๟㕙៺ᡂജ߇ H0 ߦࠃߞߡ⇣ߥࠆߎߣߪ㧘tEOP ߦኻߒߡ H2 ೣ߇ᚑࠅ┙ߚߥ߆ߞߚߎߣߩ߭ߣߟ ߩⷐ࿃ߢ޽ࠆน⢻ᕈ߇޽ࠆ㧚 ߹ߚ㧘H0=1cm ߢ p㧩80kPa ߦ߅޿ߡ pumax/ pr=1 ߣߥࠅ៺ᡂ߇ߥ߆ߞߚߣ್ᢿߐࠇࠆ߇㧘p㧩20 ߆ ࠄ 40kPa ߦタ⩄ߒߚߣ߈㧘pumax/ prߩ୯߇ਅ߇ߞ ߡ ޿ ࠆ ߚ ߼ タ ⩄ ᧼ ╬ ߦ ᒁ ߞ ដ ߆ ࠅ ߇ ↢ ߓ 㧘p㧩 80kPa ߦߥߞߚᤨᒁߞដ߆ࠅ߇ᄖࠇ㧘ߘߩ෻േߦ ࠃࠅ pumax/ pr߇㧝ߣ޿߁୯ߦ߹ߢ਄᣹ߒߚߣᕁࠊ ࠇࠆ㧚 㧡㧚⚿⺰ ᧄ⎇ⓥߢᓧࠄࠇߚਥߥ⍮⷗ࠍ߹ߣ߼ࠆ㧦 㧔㧝㧕৻ᰴ࿶ኒ⚳ੌᤨ㧔tEOP㧕ߩ߭ߕߺİEOPߪ㧘 ଏ⹜૕ߩෘߐ㧔H0㧕ߦࠃߞߡ⇣ߥߞߚ㧚 㧔㧞㧕หߓ࿶ኒ࿶ജߦኻߒߡ㧘tEOPߪH0߇ᄢ߈ ޿߶ߤᄢ߈ߊߥߞߚ㧚 㧔㧟㧕઒ቯ㧝ᬌ⸽⚿ᨐ߆ࠄ㧘t㧨tEOPߢߩ࿶ኒ᜼േ ߪTerzaghi ߩ࿶ኒℂ⺰ߛߌߢߪ⹏ଔߢ߈ߥ޿㧚 㧔㧠㧕઒ቯ㧞ߩᬌ⸽⚿ᨐ߆ࠄ㧘t㧨tEOPߢ↢ߓࠆੑ ᰴ࿶ኒ․ᕈࠍ㧘t㧪tEOPߦ߅ߌࠆੑᰴ࿶❗ㅦᐲCĮ ߢ⹏ଔߔࠆߦߪ㒢⇇߇޽ࠆ㧚 㧔㧡㧕H0߇ᄢ߈޿߶ߤ㧘๟㕙៺ᡂജ߇ᄢ߈ߊߥ ࠆ㧚ߒ߆ߒ㧘ታ㛎ᯏߩ᭴ㅧ਄⊒↢ߔࠆ៺ᡂ߇ሽ࿷ ߒ㧘ߘߩ៺ᡂ߽৻ቯߢߥ޿ߚ߼㧘৻ቯߦߔࠆ߹ߚ ߪዊߐߊߔࠆᔅⷐ߇޽ࠆ㧚 ᧄ⎇ⓥߩ໧㗴ὐࠍ᜼ߍ㧘੹ᓟߩ⺖㗴ߣߔࠆ㧦 㧔㧝㧕tEOPࠍúlog t 㑐ଥ߆ࠄ᳿ቯߔࠆߣ߈ߦਥ ⷰ߇౉ࠆ㧚 㧔㧞㧕H0㧩1cm ߣ 4cm ߩ⹜㛎ߪ㑆㓗᳓࿶ߩᔕ╵ ߇ࠃߊߥ޿㧚ౣ⃻ᕈࠍ⏕߆߼ࠆߴ߈ߢ޽ࠆ㧚 ⻢ㄉ ᧄ⎇ⓥߩ৻ㇱߪ╙ੑ⪺⠪ߩතᬺ⎇ⓥ㧔Ꮏቇㇱ࿯ᧁ Ꮏቇ⑼㧕ߣߒߡታᣉߐࠇߚ߽ߩߢ޽ࠆ㧚ߏᜰዉࠍ ⾦ߞߚ᭑᣿ẖᢎ᝼ߦ⻢ᗧࠍ⴫ߔࠆ㧚߹ߚጤᚑᢘ੺ ᛛⴚ⡯ຬߦߪᛛⴚ⊛ߥߏᜰዉࠍ޿ߚߛ޿ߚ㧚⻢ᗧ ࠍ⴫ߔࠆ㧚  ฃℂ ᐔᚑ21 ᐕ 10 ᦬ 7 ᣣ   0 0.2 0.4 0.6 0.8 1 1 10 100 1000 10000 pr 䋨kPa䋩 pum ax /pr 䋱cm 䋴cm 䋲cm ࿑13 pumax/ pr㑐ଥ

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