| 000 | 03960cam a2200349Ma 4500 | ||
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| 005 | 20260818113029.0 | ||
| 008 | 100408s2010 vaua ob 101 0 eng d | ||
| 020 | _a9780784473429 | ||
| 020 | _a0784473420 | ||
| 035 | _a.b12245938 | ||
| 111 | 2 |
_aGeoShanghai International Conference _d(2010 : _cShanghai, China) |
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| 245 | 1 | 0 |
_aExperimental 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. |
| 246 | 1 |
_iAvailable from some providers with subtitle: _aProceedings of the 2010 GeoShanghai International Conference |
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| 260 |
_aReston, Va. : _bAmerican Society of Civil Engineers, _c2010. |
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| 300 |
_a1 online resource (vi, 228 pages) : _billustrations. |
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| 490 | 1 |
_aGeotechnical special publication ; _vno. 202 |
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| 504 | _aIncludes bibliographical references and indexes. | ||
| 505 | 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. | |
| 650 | 0 |
_aSoil mechanics _xSimulation methods _vCongresses. |
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| 650 | 0 |
_aZone of aeration _xSimulation methods _vCongresses. |
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| 650 | 0 |
_aSoil moisture _xMeasurement _vCongresses. |
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| 700 | 1 |
_aHoyos, Laureano R., _d1972- |
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| 700 | 1 |
_aZhang, Xiong, _d1971- |
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| 700 | 1 | _aPuppala, Anand J. | |
| 710 | 2 | _aAmerican Society of Civil Engineers. | |
| 710 | 2 |
_aAmerican Society of Civil Engineers. _bGeo-Institute. |
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| 856 | 4 | 0 |
_3Download: Knovel _uhttps://app.knovel.com/hotlink/toc/id:kpEAMUS006/experimental-applied/experimental-applied |
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_a.b12245938 _bmngc _cn |
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| 902 | _a251209 | ||
| 998 |
_b0 _c190207 _de _eh _fn _g0 |
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| 999 |
_c42004 _d42004 |
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