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Void Ratio sentence examples within particle size distribution



Particle breakage of granular soils: changing critical state line and constitutive modelling


Discrete element modeling of cemented recycled concrete aggregates under unconfined and k0 loading conditions

Void Ratio sentence examples within critical state line



Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea


Modelling stress-induced anisotropy in multi-phase granular soils

Void Ratio sentence examples within initial water content



study on sedimentation characteristics of soft clay


Linear and nonlinear approaches and statistical evaluations to predict the shear strength parameters and collapse potential of gypseous soils



Void Ratio sentence examples within dry unit weight



Evaluation of Optimized Compaction Energy for Coarse Aggregates by Gyratory Compactor


Saturated Hydraulic Conductivity (Ks) Of Earth Materials In The Weathering Profile Over A Porphyritic Biotite Granite At The Kuala Lumpur - Karak Highway In Peninsular Malaysia

Void Ratio sentence examples within clay content moisture



Estimation of Soil Cohesion Using Machine Learning Method: A Random Forest Approach


A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling

Void Ratio sentence examples within soil water characteristic



A semi-analytical solution to spherical cavity expansion in unsaturated soils


Experimental investigations of soil shrinkage characteristics and their effects on the soil water characteristic curve

Void Ratio sentence examples within high water content



KARAKTERISTIK TANAH TIMBUN SEBAGAI PENGGANTI SUBGRADE DI LAHAN GAMBUT


Experimental Study and Measures on Engineering Characteristics of Diatomite Subgrade in Shengzhou

Void Ratio sentence examples within grain size distribution



Water retention behaviour of tailings in unsaturated conditions


Influence of structural strength on geotechnical properties of intact red clay

Void Ratio sentence examples within shear wave velocity



Influence of Pore Ratio of Clay Layer on Regression Relationship Between Depth and Shear Wave Velocity in Yuxi Area


Response of Transitional Mixtures Retaining Memory of In-Situ Overburden Pressure Monitored Using Electromagnetic and Piezo Crystal Sensors

Void Ratio sentence examples within organic matter content



Influence of Organic Matter Content on Engineering Properties of Clays


Effect of Fly Ash on Compaction Behavior of Alluvial Soil

Void Ratio sentence examples within low shear strength



A Review on Chemical Stabilization of Peat


Assessment of Physical and Mechanical Properties of Polyurethane as Ground Improvement Material for Peat

Void Ratio sentence examples within content liquid limit



Evolutionary computing of the compression index of fine-grained soils


Empirical Compressibility Index Equations for Artificial Remolded Clay Mixtures

Void Ratio sentence examples within liquid limit plastic



Strength and Impact of Rice Husk Ash on Expansive Soil by Using Soil Stabilization

Void Ratio sentence examples within Initial Void Ratio



Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil


The Effect of Heavy Tamping on Structured Residual Clay Site

Void Ratio sentence examples within Minimum Void Ratio



Use of Reservoir Sediments to Improve Engineering Properties of Dune Sand in Oman


Dosage of interlocking paving with ornamental rock waste: An experimental design approach, particle packing and polluting potential

Void Ratio sentence examples within High Void Ratio



Effect of Matric Suction and Density on Yield Stress, Compression Index and Collapse Potential of Unsaturated Granite Soil


KARAKTERISTIK TANAH TIMBUN SEBAGAI PENGGANTI SUBGRADE DI LAHAN GAMBUT

Void Ratio sentence examples within Maximum Void Ratio



Test method for minimum and maximum densities of small quantities of soil


Compression Behaviour of Chlef Sand and Transition of Fines Content Using Pressure-Dependent Maximum Void Ratios of Sand

Void Ratio sentence examples within Air Void Ratio



Basic Experimental Studies on Coconut Shell Charcoal Ash in Modified Bitumen


Optimizing the Compaction Characteristics and Strength Properties of Gravelly Soils in terms of Fine Contents

Void Ratio sentence examples within Effective Void Ratio



Evolution of rattling particles in deviatoric shear deformation of granular material


Deformability of polydisperse granular materials: the effect of size span and shape of grain size distribution

Void Ratio sentence examples within Local Void Ratio



Isotropic compression behavior of granular assembly with non-spherical particles by X-ray micro-computed tomography and discrete element modeling


DISTRIBUTION AND EVOLUTION OF FREE VOLUME OF ELLIPSOIDAL PARTICLE SYSTEMS DURING SHEARING

Void Ratio sentence examples within Large Void Ratio



Experimental Study and Measures on Engineering Characteristics of Diatomite Subgrade in Shengzhou


Assessment of Physical and Mechanical Properties of Polyurethane as Ground Improvement Material for Peat

Void Ratio sentence examples within Larger Void Ratio



Behavior and modeling of double-skin tubular columns filled by ultra-lightweight cement composites (ULCCs)


Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions

Void Ratio sentence examples within Intergranular Void Ratio



Liquefaction triggering in silty sands: effects of non-plastic fines and mixture-packing conditions


Experimental investigation on static and dynamic characteristics of granulated rubber-sand mixtures as a new railway subgrade filler

Void Ratio sentence examples within Soil Void Ratio



Exploring the Applicability of Low-Cost Capacitive and Resistive Water Content Sensors on Compacted Soils


Deformation and pore water pressure change during static and cyclic loading with subsequent shearing on soils with different textures and matric potentials

Void Ratio sentence examples within Skeleton Void Ratio



Investigating the swelling pressure of highly compacted bentonite/sand mixtures under constant-volume conditions


An updated skeleton void ratio for gravelly sand mixtures considering the effect of grain size distribution

Void Ratio sentence examples within Equivalent Void Ratio



Estimation of the compression behavior of sandy clay considering sand fraction effect based on equivalent void ratio concept


Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils

Void Ratio sentence examples within Saturated Void Ratio



Insights into the water retention behaviour of GMZ bentonite pellet mixture


A unified small-strain shear stiffness model for saturated and unsaturated soils

Void Ratio sentence examples within void ratio change



One-dimensional compression feature and particle crushability behavior of dry calcareous sand considering fine-grained soil content and relative compaction


New method to predict porosity loss during sandstone compaction based on packing texture

Void Ratio sentence examples within void ratio e



Experimental and numerical simulation study on mechanical and engineering properties of silt roadbed under capillary water


An Experimental Approach of a Driven Pile in Transparent Soils

Void Ratio sentence examples within void ratio decrease



Effect of compaction on desiccation and consolidation behavior of clay tills


Optimizing the Compaction Characteristics and Strength Properties of Gravelly Soils in terms of Fine Contents

Void Ratio sentence examples within void ratio e0



Intelligent Model for the Compressibility Prediction of Cement-Stabilized Dredged Soil Based on Random Forest Regression Algorithm


Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms


Analysis of the process of compaction movements of deposits of crushed salt tailings



Sound-absorption and NOx-removal performances of TiO2-incorporated porous concrete made with bottom ash aggregates



Liquid bridge contribution to shear behavior of unsaturated soil: modeling and application to a micromechanics model



One-Dimensional Nonlinear Consolidation Analysis Using Hansbo’s Flow Model and Rebound-Recompression Characteristics of Soil under Cyclic Loading



Small-Strain Shear Modulus of Calcareous Sand under Anisotropic Consolidation


More Void Ratio 무효 비율 sentence examples
10.1016/J.BIOSYSTEMSENG.2021.07.016

Determination method and strain-attribute interact in the calculation of precompression stress from soil compression curves



Permeability Alteration of Low Plastic Clay and Poorly Graded Sand Using Lime and Fly Ash



The physical–mechanical properties degradation mechanism and microstructure response of acid–alkali-contaminated Xiashu loess



Modeling and characterization of mine pit backfilling/reclamation materials around Gyel’A’ and Kantoma areas of Plateau state using integrated method



Experimental Study on Nonlinear Characteristics of Permeability and Compressibility of Soft Clay



End-of-primary consolidation parameters using inflection point method



Assessing a Sand Clay Liner Material for Protecting Highways and Road Shoulders



Evolution of Deep Neural Network Architecture Using Particle Swarm Optimization to Improve the Performance in Determining the Friction Angle of Soil



Effects of plastic fines content on the engineering properties of cement-stabilized sands



Experimental Study of the Effect of a Compacted Lime-Treated Loess on Its Hydraulic Conductivity



Influence of void ratio on “Blast Pull” for different confinement factors of development headings in underground metalliferous mines


More Void Ratio 무효 비율 sentence examples
10.5194/EGUSPHERE-EGU21-16367

Vegetation effects on the tensile strength of a partially saturated soil



Exploring the effects of temperature on intrinsic permeability and void ratio alteration through temperature-controlled experiments



Numerical modelling of gassy sand behaviour under monotonic loading



Research on Microstructure and Shear Behavior of Au/Sn-Ag-Cu/Cu Lead-free Solder Joints at Different Soldering Temperatures



A Conceptual Model and Evaluating Experiments for Studying the Effect of Soil Deformation on Its Permeability



The evaluation of artificial filling in loess areas by in-situ tests based on statistical analysis


More Void Ratio 무효 비율 sentence examples
10.1016/J.COMPGEO.2021.104007

Effect of sample preparation method on mechanical behaviour of fibre-reinforced sand



A General Overview on the Correlation of Compression Index of Clays with Some Geotechnical Index Properties


More Void Ratio 무효 비율 sentence examples
10.1061/(asce)gm.1943-5622.0001918

New Approach to Interpret the Mechanical Behavior of Structured Soils



Application of soft computing techniques for shallow foundation reliability in geotechnical engineering



The Undrained Characteristics of Tengger Desert Sand from True Triaxial Testing



Nonlinear Analysis of the Thaw Settlement in Ice-Rich Embankments



Study on Compressibility and Settlement of a Landfill with Aged Municipal Solid Waste: A Case Study in Taizhou



Comparison of artificial neural network (ANN) and linear regression modeling with residual errors to predict the unconfined compressive strength and compression index for Erbil City soils, Kurdistan-Iraq



A Simulation Study on the Swelling and Shrinking Behaviors of Nanosized Montmorillonite Based on Monte Carlo and Molecular Dynamics


More Void Ratio 무효 비율 sentence examples
10.1088/1757-899X/1025/1/012021

Hardened properties of pervious concrete using mixed aggregate blended with admixtures



Effect of compaction on desiccation and consolidation behavior of clay tills


More Void Ratio 무효 비율 sentence examples
10.1016/J.GEOTEXMEM.2020.12.013

Analytical solution on vacuum consolidation of dredged slurry considering clogging effects



Seismic Waves Response Characteristics of Niger Delta Soils


More Void Ratio 무효 비율 sentence examples
10.1061/(asce)gt.1943-5606.0002466

Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State



Simple Testing Method for Measuring the Triaxial Stress-Strain Relations of Unsaturated Soils at High Suctions



Measurement and engineering application of adsorbed water content in fine-grained soils


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