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JW - Fukuoka 2011
The 2nd Japan-Korea Joint Workshop on Unsaturated Soils and Ground
Tableof contents
Preface.. v
Organization.. vii
Keynotelectures
Rainfall inducedinstability of unsaturatedsoil slopes
Seung-RaeLee (KoreaAdvancedInstitute of ScienceandTechnology)
lnhoductionto unsaturated soil mechanics aided by probabilitytheoryandstatistics ............17
RyosukeKitamura (KagoshimaUniversity), Kazunari Sako, Kouhei Araki, Yuji
Miyamotoand Mitsuhide Yamada
1 Slope stability
Behaviorof pore-waterandpore-air pressure in unsatwated soil usinglaboratory soil tankexperiments ......31
KazunariSako (RitsumeikanUniversity),Toru Danjo, Ha Hong Brri d R)ryki Fukagawa
On lG slopefailure model testsdueto rainfall NobuhikoTokoro (Tokyo University of Kohgoand Toshikazu Hori Agriculture and Technologyi,Yuji Dynamiccoupledanalysisof an unsaturated fill slopeduringan earthquake ...................49
RyosukeUzuoka(Universityof Tokushima),Keita Senba, Toshiyasu Unno,Noriaki Sento and Motoki Kazama
2 Strength
Derivationof apparent cohesion in unsaturated soil from consideration on the soil
particlescale ..................59
MitsuhideYamada(DiaConsultantsCo.,Ltd.)and Ryosuke Kitamura
Effectsof matricsuctionon geotechnicalstrengthcharasteristicsof a tidal flat sand........ 67
Byeong-SuKim (Kobe University) andSholiKato
Application of suction stresson unconfinedcompressivestrengthof compactedsilty
sands .........77
Seong-WanPark (DankookUniversity),Byeong-SuKim, Shoji Kato, HyunyoungShin andKyoungoKim
On the effective stressbasedon suctionstresscharacteristiccurve for the unsaturated residualsoil........ 87
SeboongOh fYeungnamUniversitY)
3Hydraulicproperties
Mmalithic coupled finite element analysisfor semi- and fully-implicit schemein........93
partlally saturatedporus medium I6hg8g Kim (ChonbukNational University) andRichardA , Regueiro
Study on the effect of gravel and void on soil Weter characteristic of soil........111
Kohei sasaki {Tohokuuniversity), Torrohiro Mori , Motoki KazamaandRyosuke Uzuoka
A simplifiedmethodto determine
QiangLiu (KyushuUniversify),NoriyukiYasufukuandKiyoshiOmine
Measwementof diffusion coefficientof dissolvedorganicmatterin unsaturated soils ..............133
Katori Arimitsu (Universityof Tokyo), ShoShiozawa,KazuhiroNishidaandShuichiro Yoshida
Infiltration and hydraulic behavior charcoal-soil
of unsaturated mixtures ....141
KhonesavanhVilayvong (KyushuUniversity),Kiyoshi Omine, Noriyuki Yasufukuand
HemantaHazartka
Modelingfor outflow of soil sedimentsconsideringgrainsizedistribution ...........151
Kouhei Araki (Kyushuuniversity), Noriyuki Yasufuku,Keita Murayama,Kiyoshi@mineandHemantaHazarik)
4 Compression and shear deformation
Compressionbehavior of unsaturatedbentonite ..........161
Hiroyuki Tanaka (Hokkaido University) and Nikol Kochmanov6
Effectsof matric suction on mechanical behaviors of unsaturatedbentonite ......... 171
ITI Shoji Kato (KobeUniversity), Byeong-Su Kim and Shuichi Yamamoto
Lateral strain behaviorofsoil unsaturated and sheared in triaxial test ..... 129
Masayoshi Shimizu (Tottori University), Katsuo Shimogaki, Yasuhiro Kimachi and Koichi Nakamura
Dependencyof shear behavior of recycled crusher-run material on moisture content evaluation by multi-ring shear testing .... 189
Aasim Inam (HokkaidoUniversity), Tatsuya Ishikawa andSeiichiMiura
5 Mechanical properties
Constitutivemodel for unsafuratedsoils based on the effective stress........199
HosungShin(Universityof Ulsan)
Characterizationof unsaturatedsoilsusing compressional wxves Am and shear waves.............205
Se-HyunCho(KoreaUniversity),Hyung-KooYoon and Jong-Subec
Behaviorsof unsaturatedhydrophobic soils............215
Dae Hyun Kim (YonseiUniversity)andTae Sup Yun
Imagesimulation of wetting anddryingprocessin sandysoils by p-focusX-ray CT scanner........221
ToshifumiMukunoki(KumamotoUniversity),Kazuaki Mikami and Takahiro Sato
6 Measurement and monitoring Measurementof thermodynamicbehaviorswith numericalsimulation for unsaturated
soil............229
Yuji Miyamoto(KagoshimaPrefecturalGovernment)and Ryosuke Kitamura
Field measurementsof srygr frffiin an unsaturated sandy soil by using ground-penetratingradar......239
ZJgYuji Takeshita(okayama University), Takn Yrmeshita Tomohiro Oka, and Seiichiro
Kuroda
Green technological effectof capillary barrier of soil on agricultural plant growth........... 249
ToshihiroMorii (Niigata university), lv{itsuhirolnoue andyuii rakeshita
The 2nd Japan-Korea Joint Workshop on Unsaturated Soils and Ground
Tableof contents
Preface.. v
Organization.. vii
Keynotelectures
Rainfall inducedinstability of unsaturatedsoil slopes
Seung-RaeLee (KoreaAdvancedInstitute of ScienceandTechnology)
lnhoductionto unsaturated soil mechanics aided by probabilitytheoryandstatistics ............17
RyosukeKitamura (KagoshimaUniversity), Kazunari Sako, Kouhei Araki, Yuji
Miyamotoand Mitsuhide Yamada
1 Slope stability
Behaviorof pore-waterandpore-air pressure in unsatwated soil usinglaboratory soil tankexperiments ......31
KazunariSako (RitsumeikanUniversity),Toru Danjo, Ha Hong Brri d R)ryki Fukagawa
On lG slopefailure model testsdueto rainfall NobuhikoTokoro (Tokyo University of Kohgoand Toshikazu Hori Agriculture and Technologyi,Yuji Dynamiccoupledanalysisof an unsaturated fill slopeduringan earthquake ...................49
RyosukeUzuoka(Universityof Tokushima),Keita Senba, Toshiyasu Unno,Noriaki Sento and Motoki Kazama
2 Strength
Derivationof apparent cohesion in unsaturated soil from consideration on the soil
particlescale ..................59
MitsuhideYamada(DiaConsultantsCo.,Ltd.)and Ryosuke Kitamura
Effectsof matricsuctionon geotechnicalstrengthcharasteristicsof a tidal flat sand........ 67
Byeong-SuKim (Kobe University) andSholiKato
Application of suction stresson unconfinedcompressivestrengthof compactedsilty
sands .........77
Seong-WanPark (DankookUniversity),Byeong-SuKim, Shoji Kato, HyunyoungShin andKyoungoKim
On the effective stressbasedon suctionstresscharacteristiccurve for the unsaturated residualsoil........ 87
SeboongOh fYeungnamUniversitY)
3Hydraulicproperties
Mmalithic coupled finite element analysisfor semi- and fully-implicit schemein........93
partlally saturatedporus medium I6hg8g Kim (ChonbukNational University) andRichardA , Regueiro
Study on the effect of gravel and void on soil Weter characteristic of soil........111
Kohei sasaki {Tohokuuniversity), Torrohiro Mori , Motoki KazamaandRyosuke Uzuoka
A simplifiedmethodto determine
QiangLiu (KyushuUniversify),NoriyukiYasufukuandKiyoshiOmine
Measwementof diffusion coefficientof dissolvedorganicmatterin unsaturated soils ..............133
Katori Arimitsu (Universityof Tokyo), ShoShiozawa,KazuhiroNishidaandShuichiro Yoshida
Infiltration and hydraulic behavior charcoal-soil
of unsaturated mixtures ....141
KhonesavanhVilayvong (KyushuUniversity),Kiyoshi Omine, Noriyuki Yasufukuand
HemantaHazartka
Modelingfor outflow of soil sedimentsconsideringgrainsizedistribution ...........151
Kouhei Araki (Kyushuuniversity), Noriyuki Yasufuku,Keita Murayama,Kiyoshi@mineandHemantaHazarik)
4 Compression and shear deformation
Compressionbehavior of unsaturatedbentonite ..........161
Hiroyuki Tanaka (Hokkaido University) and Nikol Kochmanov6
Effectsof matric suction on mechanical behaviors of unsaturatedbentonite ......... 171
ITI Shoji Kato (KobeUniversity), Byeong-Su Kim and Shuichi Yamamoto
Lateral strain behaviorofsoil unsaturated and sheared in triaxial test ..... 129
Masayoshi Shimizu (Tottori University), Katsuo Shimogaki, Yasuhiro Kimachi and Koichi Nakamura
Dependencyof shear behavior of recycled crusher-run material on moisture content evaluation by multi-ring shear testing .... 189
Aasim Inam (HokkaidoUniversity), Tatsuya Ishikawa andSeiichiMiura
5 Mechanical properties
Constitutivemodel for unsafuratedsoils based on the effective stress........199
HosungShin(Universityof Ulsan)
Characterizationof unsaturatedsoilsusing compressional wxves Am and shear waves.............205
Se-HyunCho(KoreaUniversity),Hyung-KooYoon and Jong-Subec
Behaviorsof unsaturatedhydrophobic soils............215
Dae Hyun Kim (YonseiUniversity)andTae Sup Yun
Imagesimulation of wetting anddryingprocessin sandysoils by p-focusX-ray CT scanner........221
ToshifumiMukunoki(KumamotoUniversity),Kazuaki Mikami and Takahiro Sato
6 Measurement and monitoring Measurementof thermodynamicbehaviorswith numericalsimulation for unsaturated
soil............229
Yuji Miyamoto(KagoshimaPrefecturalGovernment)and Ryosuke Kitamura
Field measurementsof srygr frffiin an unsaturated sandy soil by using ground-penetratingradar......239
ZJgYuji Takeshita(okayama University), Takn Yrmeshita Tomohiro Oka, and Seiichiro
Kuroda
Green technological effectof capillary barrier of soil on agricultural plant growth........... 249
ToshihiroMorii (Niigata university), lv{itsuhirolnoue andyuii rakeshita
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