03926cam a2200337Ma 450000500170000000800410001702000180005802000150007603500150009111100680010624502020017424601110037626000630048730000560055049000480060650400530065450523610070765000520306865000540312065000440317470000310321870000250324970000220327471000410329671000570333785601130339490700250350790200110353299800280354399900170357120260818113029.0100408s2010    vaua    ob    101 0 eng d  a9780784473429  a0784473420  a.b122459382 aGeoShanghai International Conferenced(2010 :cShanghai, China)10aExperimental and applied modeling of unsaturated soils :bproceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /cedited by Laureano R. Hoyos, Xiong Zhang, Anand J. Puppala.1 iAvailable from some providers with subtitle:aProceedings of the 2010 GeoShanghai International Conference  aReston, Va. :bAmerican Society of Civil Engineers,c2010.  a1 online resource (vi, 228 pages) :billustrations.1 aGeotechnical special publication ;vno. 202  aIncludes bibliographical references and indexes.0 aRetention Properties and Compressibility of a Compacted Soil -- Model for Prediction of Shear Strength with Respect to Degree of Saturation -- Simple Modeling of Stress-Strain Relation for Unsaturated Soil -- Effect of Stress Paths on Shear Strength Response of Unsaturated Gassy Sand from Hangzhou Metro Project -- Novel Suction-Controlled Ring Shear Testing Apparatus for Unsaturated Soils -- Modeling Unsaturated Soil Behavior under Multiaxial Stress Paths Using a Refined Suction-Controlled Cubical Test Cell -- Effect of Saturation on Cyclic Volumetric Change of Compacted Silty Sands -- Wetting and Drying Unsaturated Soil Moisture Diffusivity Parameters -- Influence of Initial Water Content on the Collapsibility of Loess -- Treatment of Collapsible Soils by Salts Using the Double Consolidation Method -- Soil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash -- Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite -- Analytical Solution of the Barcelona Basic Model -- Fundamentals of Unsaturated Soil Modelling: Have We Got It Right? -- Elastoplastic Modelling of Hydraulic and Mechanical Behaviour of Unsaturated Expansive Soils -- Effect of Slope Terrain on Distribution of Matric Suction in Unsaturated Slopes Subjected to Rainfall -- Three-Dimensional Slope Stability Analysis of Unsaturated Soil Slopes Subject to Reservoir Water Level Fluctuations -- Effect of Environmental Conditions on Stability of an Unsaturated Soil Slope -- Failure Mechanism of Unsaturated Volcanic Slopes Due to Rainfall and Freeze-Thaw Actions -- Centrifuge Model Tests of Slopes with Weak Layer under Rainfall -- Development of Shrinkage Model for Clays Based on Moisture Variation -- Slope Stability Analysis of Railway Embankments Considering the Effects of Vegetation and Capillarity -- Stabilization of Embankment on Expansive Soil : A Case Study -- An Empirical Method for Predicting Foundation Heave Rate in Expansive Soil -- Effect of Water Sources on Water Migration in the Vadose Zone -- Signal Processing of Water Level Fluctuations in a Sloping Sandy Beach Modeled in a Laboratory Wave Canal -- Non-Destructive Measurements of Unsaturated Seepage Flow Using Surface Ground-Penetrating Radar -- Unified Solutions for Unsaturated Soil Shear Strength and Active Earth Pressure. 0aSoil mechanicsxSimulation methodsvCongresses. 0aZone of aerationxSimulation methodsvCongresses. 0aSoil moisturexMeasurementvCongresses.1 aHoyos, Laureano R.,d1972-1 aZhang, Xiong,d1971-1 aPuppala, Anand J.2 aAmerican Society of Civil Engineers.2 aAmerican Society of Civil Engineers.bGeo-Institute.403Download: Knoveluhttps://app.knovel.com/hotlink/toc/id:kpEAMUS006/experimental-applied/experimental-applied  a.b12245938bmngc cn  a251209  b0c190207deeh  fng0  c42004d42004