American Society of Civil Engineers


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Found 462 Records with the keyword term of "Triaxial tests"

Displaying 100 records - please modify your search for better results.

2013  Evaluation on Failure of Fiber-Reinforced Sand

2013  One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure

2013  Shakedown Analysis of Geogrid-Reinforced Granular Base Material

2013  Stiffness Nonlinearities of SCP-inserted Clay Specimens with Various Replacement Ratios in Triaxial Compression Tests

2013  Triaxial Testing on Saturated Mixtures of Sand and Granulated Rubber

2013  Wind-Loading Effects on Roof-to-Wall Connections of Timber Residential Buildings

2012  Cyclic Behaviors of Railroad Ballast within the Parallel Gradation Scaling Framework

2012  Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

2012  Evaluation of Factors Affecting the Performance of Geogrid-Reinforced Granular Base Material Using Repeated Load Triaxial Tests

2012  Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand

2012  Influence of Non/Low-Plastic Fines and Associated Aging Effects on Liquefaction Resistance

2012  Investigation of Thin Pavements Rutting Based on Accelerated Pavement Testing and Repeated Loading Triaxial Tests

2012  A New Concept of Residual-State Creep Test to Understand the Creeping Behavior of Clayey Soils

2012  Permanent Deformation of Various Unbound Aggregates Submitted to Seasonal Frost Conditions

2012  Predicting the Earth Pressure on Integral Bridge Abutments

2012  Refined True Triaxial Apparatus for Testing Unsaturated Soils under Suction-Controlled Stress Paths

2012  Semiempirical Cyclic Densification Model for Ballast Incorporating Particle Breakage

2011  Confining Stress Effects on the Stress-Strain Response of EPS Geofoam in Cyclic Triaxial Tests

2011  Constitutive Modeling Including Creep- and Rate-Dependent Behavior and Testing of Glacial Tills for Prediction of Motion of Glaciers

2011  Effect of Microfabric on Undrained Static and Cyclic Behavior of Kaolin Clay

2011  Effect of Particle Grading on the Response of an Idealized Granular Assemblage

2011  Effect of Strain Rate on the Stress-Strain Behavior of Sand

2011  Effects of Piston Uplift, Piston Friction, and Machine Deflection in Reduced Triaxial Extension Testing

2011  Influence of Laboratory Compaction Methods on Shear Performance of Graded Crushed Stone

2011  Materials and Temperature Effects on the Resilient Response of Asphalt-Treated Alaskan Base Course Materials

2011  Numerical Simulation of Triaxial Test on the Dense Sand by DEM

2011  Numerical Simulation of Undrained Triaxial Test Using 3D Discrete Element Modeling

2011  Recent Stress-History Effects on Compressible Chicago Glacial Clays

2011  Resilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates

2011  Strength of Weakly Cemented Sands from Drained Multistage Triaxial Tests

2011  Study of Landslides in Multilayer Soils

2011  Undrained Creep Behavior of a Silty Clay in Triaxial Tests

2011  Undrained Strength Characteristics of Compacted Bentonite/Sand Mixtures

2010  Application of Shakedown Theory in Characterizing Traditional and Recycled Pavement Base Materials

2010  Characterization of Unbound Granular Materials Using Repeated Load CBR and Triaxial Testing

2010  Characterizing Resilient Behavior of Naturally Occurring Bituminous Sands for Road Construction

2010  Controlling Preshear Relative Density in Triaxial Tests and Its Effects on Undrained Behavior of Sand

2010  Effects of Particle Crushing in Stress Drop-Relaxation Experiments on Crushed Coral Sand

2010  Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading

2010  Instability in Granular Materials: Experimental Evidence of Diffuse Mode of Failure for Loose Sands

2010  Micromechanical Modeling for Inherent Anisotropy in Granular Materials

2010  Prediction of Permanent Deformations in Pavements Using a High-Cycle Accumulation Model

2010  Resilient Behavior of Compacted Silt under the Repeated Triaxial Test

2010  Shakedown Approaches to Rut Depth Prediction in Low-Volume Roads

2010  A Study on the Development of Anisotropic Shear Modulus for Soft Clay during the KO Consolidation

2010  Time Effects Relate to Crushing in Sand

2010  Triaxial Deformation Behavior of Bituminous Mixes

2009  Comparison of Cyclic Triaxial Behavior of Unbound Granular Material under Constant and Variable Confining Pressure

2009  Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests

2009  CT Scan on Frozen Roadbed Soil under Dynamic Triaxial Test Condition of Beilu River Section, Qinghai-Tibet Railway of China

2009  Experimental and Modeling Studies of Permanent Strains of Subgrade Soils

2009  Fundamental Parameters for the Stiffness and Strength Control of Artificially Cemented Sand

2009  Geotechnical Properties of Cemented Sands in Steep Slopes

2009  Modeling Triaxial Test on Intact Rock Using Discrete Element Method with Membrane Boundary

2009  Results of Consolidated Drained Triaxial Tests on Granitic Residual Soil

2009  Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand

2008  Artificial Ground Freezing of Fully Saturated Soil: Viscoelastic Behavior

2008  Behavior of Railroad Ballast under Monotonic and Cyclic Loading

2008  Characterization of Cemented Sand by Experimental and Numerical Investigations

2008  Effect of High Confining Stresses on Static and Cyclic Strengths of Mine Tailing Materials

2008  Effects of Fines on Undrained Behaviour of Sands

2008  Failure Criterion for Cross-Anisotropic Soils

2008  Hydraulic Characteristics of the Hurricane Surge in the Mississippi Delta and Implications for Geotechnical Design of Coastal Protections

2008  Implicit Algorithm for Modeling Unsaturated Soil Response in Three-Invariant Stress Space

2008  Laboratory Analysis of Carbon Dioxide Hydrate-Bearing Sands

2008  Permanent Strain Characterization in Granular Materials Using Repeated Load Triaxial Tests and Digital Image Correlation (DIC) Technique

2008  Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program

2007  Behavior of a Stiff Clay behind Embedded Integral Abutments

2007  Effect of Microfabric on Mechanical Behavior of Kaolin Clay Using Cubical True Triaxial Testing

2007  Effect on Microfabric on Shear Behavior of Kaolin Clay

2007  Evaluation of Geogrid Benefits Using Monotonic and Repeated Load Triaxial Tests

2007  Immediate and Time-Dependent Compression of Tire Derived Aggregate

2007  Key Parameters for Strength Control of Artificially Cemented Soils

2007  Modeling Cross Anisotropy in Granular Materials

2007  Prediction of Resilient Modulus of Cohesive Subgrade Soils from Dynamic Cone Penetrometer Test Parameters

2007  Saturation and Preloading Effects on the Cyclic Behavior of Sand

2007  Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct STress Paths

2007  Stress Path Testing of an Anisotropic Sandstone

2007  Triaxial Apparatus for Applying Liquid Infiltration with Controlled Boundary Conditions and Internal Suction Measurement

2006  Anisotropic Stress-Strain Behavior at Small Strains of Clay by Triaxial and Bender Element Tests

2006  An Automated Triaxial Testing Device for Unsaturated Soils

2006  Comparative Study of Different Subbase Materials

2006  Constitutive Model for Rockfill Materials and Determination of Material Constants

2006  Development of a Commercial Tensiometer for Triaxial Testing of Unsaturated Soils

2006  Developments in Measurement of Volume Change in Triaxial Testing of Unsaturated Soils

2006  Double Strain Softening and Diagonally Crossing Shear Bands of Sand in Drained Triaxial Tests

2006  Effect of Plastic Fines on Cyclic Resistance of Sands

2006  Effect of Pore Water Pressure on Stress- Strain Characteristics of Dense Sand

2006  Effect of Structure on the Geotechnical Properties of Bauxite Residue

2006  Effects of Drainage Conditions on the Shear Strength of Unsaturated Soil

2006  Effects of Hysteresis on Shear Strength Envelopes from Constant Water Content and Consolidated Drained Triaxial Tests

2006  Estimation of Resilient and Permanent Deformation Behavior of Granular Bases from Physical Parameters

2006  Evaluation of Static Liquefaction Susceptibility of Sands with Triaxial Test

2006  Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature

2006  Experimental Study on Dynamic Properties of Lime Treated Soil

2006  Failure and Dilatancy Properties of Sand at Relatively Low Stresses

2006  An Initial Study on the Viscous Behaviour of a Partially Saturated Kaolinite Clay Based on Triaxial Tests

2006  Limit-State Curve of Base-Course Material and Its Relevance for Resilient Modulus Testing

2006  Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests

2006  Mechanics of Instability of Sand at High Pressures