Regression models for validating cyclic triaxial test results


In the track substructure of ancient railways in France, a fouled ballast layer has often been created with time.



The second part involves the investigation of the undrained stress–strain behavior of fine grained soils under irregular cyclic loadings.The results showed that the elastic threshold is approximately equal to 90% of .Another transition point was defined as the flow threshold where the value of tangent of shear modulus ratio changes for the second time.Simple empirical relationships to estimate the dynamic shear modulus and damping ratio was formulated and compared with the similar empirical relationships proposed in the literature.

The results provide useful guidelines for preliminary estimation of dynamic shear modulus and damping ratio values for fine grained soils based on laboratory tests.

Effects of Strain Rates on the Undrained Shear Strength of Kaolin Effect of Atrazine Contamination on Compressibility and Permeability Characteristics of Clay Stabilization of Clayey Soil with Garlic Skin and Rice Husk Ash for Flexible Pavement Construction Transiently Loaded Bucket Foundations in Saturated Dense Sand - Demonstration of the Boot Effect Manufacture of Bonded Granular Soil Using X-Ray CT Scanning and 3D Printing Modified–Thermal Borehole Shear Test Device and Testing Procedure to Investigate the Soil-Structure Interaction of Energy Piles A Method for Directly Measuring the Hydraulic Conductivity of Unsaturated Soil Determining Surface Roughness in Erosion Testing Using Digital Photogrammetry An Experimental Setup with Radial Injection for Investigation of Transport and Deposition of Suspended Particles in Porous Media Mechanical Consequences of Suffusion on Undrained Behaviour of a Gap-Graded Cohesionless Soil - An Experimental Approach Development of Strength Models for Prediction of Unconfined Compressive Strength of Cement/Byproduct Material Improved Soils Estimation of Damage Location of Rock Based on Denoised Acoustic Emission Signals Using Wavelet Packet Algorithm Measurement of Gas Released during Blast Densification The Use of Carbonation Depth Techniques on Stabilized Peat Experimental Modeling of Quicksand with Transparent Soil through an Orifice Evaluating Fatigue in Crystalline Intact Rocks under Completely Reversed Loading Bench-Scale Test Apparatus for Modeling Column-Supported Embankments Development of a Model Test System for Studying the Behaviour of a Compaction Grouted Soil Nail under Unsaturated Conditions Quantitative Investigation on Grouting Quality of Immersed Tube Tunnel Foundation Base using Full Waveform Inversion Method Consolidation and Dynamic Response of a Layered Mine Tailings Deposit in Centrifuge Tests Design and Evaluation of a Moisture/Suction TDR Probe Varying Aperture Long Slot (VALS), a Method for Studying Grout Penetrability into Fractured Hard Rock Measurement of Lateral Stress and Friction in Rockfill Oedometer Tests Enabling the Analysis of the Experimental Results in the p′-q Space The Effects of Installation Procedure on Bond Characteristics of Fully Grouted Rock Bolts Experimental Study on Use of Internal and External Drains in Triaxial Tests Transient Plane and Line Source Methods for Soil Thermal Conductivity Experimental Study to Evaluate the Effect of Consolidation Behavior on Pile Setup A Laboratory Study on the Use of Optical Fibers for Early Detection of Pre-Failure Slope Movements in Shallow Granular Soil Deposits New Suitable Pore Fluid to Manufacture Transparent Soil A Mogi-Type True Triaxial Testing Apparatus for Rocks With Two Moveable Frames in Horizontal Layout for Providing Orthogonal Loads Characterization of Soil Treated With Alkali-Activated Cement in Large-Scale Specimens Brazilian Tensile Strength Testing of Compacted Clay Behavior of a Sensitive Clay in Isotropically Consolidated ̇o-Drained Triaxial Tests Volume Change Measurement in Triaxial Tests by Monitoring Cell Fluid Volume Based on Viscoelastic Behavior of the Test Setup Axial Uplift Behavior of Belled Piers in Sloping Ground Study of the Elastic Shear Modulus of Bío Bío Sand Using Bender Elements in an Oedometer Estimation of the Compressive Strength of Intact Rock Using Non-Destructive Testing Method Based on Total Sound-Signal Energy Constant Gradient Erosion Apparatus for Appraisal of Piping Behavior in Upward Seepage Flow Experimental and Numerical Investigations of Behavior of Rammed Aggregate Piers Experimental Investigation of Suffusion in Dam Core Soils of Glacial Till Numerical Investigation of Extra Large Flat Jack Testing of Bakhtiyari Dam Project Plastic Limit and Other Consistency Parameters by a Bending Method and Interpretation of Plasticity Classification in Soils Groundwater Effect Factors for the Load-Carrying Behavior of Footings From Hydraulic Chamber Load Tests Cyclic Direct Simple Shear Test to Measure Strain-Dependent Dynamic Properties of Unsaturated Sand Erosion Characteristics of Silty to Clayey Soils Using EFA and Lab-Scaled Levee-Floodwall Tests Preliminary Research on Mechanical Properties of 3D Printed Rock Structures Protocol for Cohesionless Sample Preparation for Physical Experimentation Compacted Clay: Difficulties Obtaining Good Laboratory Permeability Tests Drying Behavior of Mature Fine Tailings Pre-Dewatered With Super-Absorbent Polymer (SAP): Column Experiments Experimental Analysis of 3D Cracking in Drying Soils Using Ground-Penetrating Radar Rational Decision Framework for Designing Pile-Load Test Programs In Situ Investigations on Failure Evolution of Overlying Strata Induced by Mining Multiple Coal Seams 1 g Model Tests on the Displacement Accumulation of Large-Diameter Piles Under Cyclic Lateral Loading Medium-Scale Experimental Study of Pile Setup Discussions on Correction of Goodman Jack Test Soil Particle Size and Shape Distributions by Stereophotography and Image Analysis Interrelationships of Flat Rigid Dilatometer Parameters With Unconfined Compression Test Results Characterization of Piezoelectric Accelerometers Beyond the Nominal Frequency Range Adaptation of Broadband Simple Shear Device for Constant Volume and Stress-Controlled Testing Taking into Account Data Accuracy for Interpretation of Slug Tests in Confined or Unconfined Aquifers Electro-Osmotic Chemical Treatment for Marine Clayey Soils: A Laboratory Experiment and A Field Study Effect of Fast Constant Loading Rates on the Global Behavior of Sand in Triaxial Compression A Flexible Wall Permeameter for Investigating Suffusion and Suffosion Laboratory Determination of Rock Fracture Shear Stiffness Using Seismic Wave Propagation and Digital Image Correlation Measurement of Suction-Stress Characteristic Curve Under Drying and Wetting Conditions Assessment of Rainfall Runoff Based on the Field Measurements on an Embankment Closure to “Discussion of ‘Development of an Internal Camera-Based Volume Determination System for Triaxial Testing’ by S.