The consolidation characteristics of an unsaturated compacted soil
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- Type
- article
- Published
- 2008-03-01
- Cited by
- 24
- References
- 27
- OpenAlex
- https://openalex.org/W1985139397
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:128467477
Keywords
Consolidation (business), Geotechnical engineering, Compressibility, Hydraulic conductivity, Soil water
References
- A Volume-Mass Constitutive Model for Unsaturated Soils in Terms of Two Independent Stress State Variables
- DEVELOPMENTS IN THE DESIGN OF TRIAXIAL EQUIPMENT FOR TESTING COMPACTED SOILS
- DEVELOPMENT OF A NEW SUCTION AND TEMPERATURE CONTROLLED OEDOMETER CELL
- Measurement of Soil Properties in the Triaxial Test
- Simulation of swelling pressure measurements on expansive soils
- Soil Mechanics for Unsaturated Soils
- A method for determination of ϕb for statically compacted soils
- Modified Triaxial Apparatus for Shearing-Infiltration Test
- Experimental verification of the theory of consolidation for unsaturated soils
- Theoretical Soil Mechanics
- Research of soil–water characteristics and shear strength features of Nanyang expansive soil
- Water Content-Density Criteria for Compacted Soil Liners
- Effective Stress in Unsaturated Soils: Review with New Evidence
- Triaxial Testing of Unsaturated Agricultural Soils
- Mineral liners for hazardous waste containment
- One-dimensional consolidation theory: unsaturated soils
- CONSTITUTIVE RELATIONS FOR PARTIALLY SATURATED SOILS CONTAINING GAS INCLUSIONS. DISCUSSION AND CLOSURE
- Ko-volume change characteristics of an unsaturated soil with respect to various loading paths
- An equation for predicting shear strength envelope with respect to matric suction
- Fractal Approach to Unsaturated Shear Strength
Cited by
- Thermo-hydro-mechanical behaviour of Kaolin clay
- Geotechnical Evaluation of a Ghanaian Black Cotton Soil for use as Clay Liner in Tailings Dam Construction
- Laboratory study on the relationship between soilmass deformation and water seepage in North China
- Overview of the Development of Consolidation Theory of Unsaturated Soils
- Prediction of soil temperature using regression and artificial neural network models
- A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution
- Models of compacted fine-grained soils used as mineral liner for solid waste
- Estimation of Liquid and Plastic Limit Using Artificial Neural Network Models
- A finite strain elastoplastic constitutive model for unsaturated soils incorporating mechanisms of compaction and hydraulic collapse
- Compression, shrinkage and wetting-induced volume change of unsaturated soils
- Long-Term Volume Change Behaviour of an Unsaturated Compacted Organic Soil under Oedometric Conditions
- A critical reappraisal of residual soils as compacted soil liners
- Interaction of landfill leachate with olivine-treated marine clay: Suitability for bottom liner application
- Utilization of marine clay as a bottom liner material in engineered landfills
- Hydrological properties of biochar-amended expansive soil under dynamic water environment and biochar-amended soil’s application in green roofs
- Investigation of groundwater quality around municipal waste disposal site in Malete southwestern Nigeria
- Compression Curves and Compression Indices of Compacted Montmorillonitic and Kaolinitic Soils
- Compression behaviors of a freeze–thaw impacted clay under saturated and unsaturated conditions
- A Unified Semiempirical Model for Small-Strain Shear Modulus of Fine-Grained Soils under Hydromechanical Loading
- Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing
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