Geotechnical Engineering in the XXI Century : Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), 17-20 November 2019, Cancun, Mexico.

Intro -- Title Page -- Preface -- Conference Organization -- Contents -- Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE) -- Technical Session S1 - Laboratory and in situ Testing -- Determinacion del coeficiente de permeabilidad de jales en un permeametro de carga constante y pared flexible -- Validacion de parametros para el ensayo de consolidacion a velocidad constante de deformacion ''CRS'' para suelos de Cochabamba-Bolivia -- Mapeamento geoestatistico do N_SPT na area urbana de Frederico Westphalen/RS - Brasil -- Caracterizacion fisica, mineralogica y mecanica del suelo en el campo experimental de la UFRGS - Araquari, SC -- Impact of Shear Modulus on Maximum Allowable Pressures in HDD -- Laboratory Determination of the Viscosity of Soils for Debris Flow Analysis -- Shear Strength of a Sand Under Plane Strain Conditions -- Servo-Assisted and Computer-Controlled Variable Energy Dynamic Super Heavy Penetrometer -- Study of the Characteristics of Anisotropy in the Hydro-Mechanical Behaviour in Clayey Silt -- Fully Softened Shear Strength: Application, Measurement, and Correlations -- Uso de Cristales Piezoelectricos (de Flexion) en la Medicion de la Velocidad de Ondas de Corte y Compresion -- Instrumentacion geotecnica de un terraplen de prueba con consolidacion por vacio en los suelos blandos del Valle de Mexico -- Estimacion de la capacidad soportante admisible del lahar en la ciudad de San Jose, Costa Rica, mediante ensayos presiometricos (PMT) -- Application of Back Pressure for Saturation of Soil Samples in Cyclic Triaxial Tests -- Soil Behaviour Under Non-Uniform and Bidirectional Cyclic Loading -- Metodo de Filtrado con Wavelet para el Analisis de Senales -- Interpretacion de Senales Usando Transformadas Wavelet Continuas.

Modulo cortante y amortiguamiento de relaves mineros no saturados -- Estudio comparativo de los modulos resiliente, dinamico y dinamico maximo en suelos del lago de Texcoco -- Novel Soil Profile Generation Algorithm for Cone Penetration Test Data -- Compressibility Behavior of Residual Soils in the Colombian Andes Under Constant Rate of Strain -- Measuring the Small-Strain Stiffness Anisotropy of Glacial Clayey Tills of Southern Ontario -- Effects of Structure on the Erodibility of Residual Soils of Gneiss -- Caracterizacion fisica, quimica y mineralogica de suelos diatomaceos, presentes en sedimentos de la ciudad de Tunja - Colombia -- Impact of Salinity Level in Pore Fluid on the Compressibility of Champlain Sea Clay -- Polymer Enhanced Clay-Sand Mixture -- Profiling Yield Stresses and Identification of Soft Organic Clays Using Piezocone Tests -- Shearing of Clay-Structure Interfaces at Varying Deformation Rates -- Characterization of Intermediate and Structured Soils with a CPT-Interface Response Soil Classification Framework -- Preconsolidation Pressure of Post-Glacial Soft Clay and Silt Deposits -- Cyclic Response of Artificially Cemented Soils -- Conductividad Hidraulica en Campo y Laboratorio: Desempeno de Suelos Finos en Aplicacion Ambiental -- Assessment of the Geo-Mechanical Properties of Mojave Mars Simulant-1 (MMS-1) Soil -- Permeability Variation Analysis in the Raising Steps of Tailings Deposits -- Evaluating Rigidity Index, OCR, and s_u from Dilatometer Data in Soft to Firm Clays -- Compressibility and Dynamic Properties of Diatomaceous Soils from Mejillones, Chile -- Shear Modulus of a Saturated Sand Subjected to Cyclic Loading -- Sudden Failure of a Soft Soil Subjected to Static and Cyclic Loading -- Shear Strength Characteristics of a Bauxite Tailing.

Actualizacion de la aplicacion del ficometro en las zonas I y II (Lomas y Transicion, respectivamente) de la Ciudad de Mexico y su comparacion y/o correlacion con la prueba de corte directo -- Shear Resistance of Zinc Mine Tailings -- Analisis del comportamiento elastoplastico con dano continuo de un suelo granular cementado artificialmente y reforzado con fibras de polipropileno -- Uso de granulometrias y densidades escaladas para la caracterizacion geotecnica de enrocados -- Characterization of Soil-Geosynthetic Interaction Properties Along Various Directions -- Evaluacion comparativa del modulo dinamico y resiliente en las arcillas del ex lago de Texcoco -- Determinacion de las propiedades de compresibilidad de la arcilla de la Ciudad de Mexico mediante pruebas de laboratorio (consolidacion unidimensional) y campo (presiometro y piezocono) -- Monotonic Shear Loading Response of Sand-Silt Mixtures from Direct Simple Shear Tests -- Soil Dynamic Stiffness and Wave Velocity Measurement Through Dynamic Cone Penetrometer and Wave Analysis -- The Measurement of the Undrained Shear Strength of Muds Using a Cylinder -- Control Aplicacion de Ensayos de Penetracion de Indice de Bosio para Caracterizacion de Rocas Blandas y Suelos Endurecidos -- Technical Session S2 - Analytical and Physical Modelling in Geotechnics -- Comparison of Analyses of an Active Slide in Tropical Soil by Two-Dimensional and Quasi-Three-Dimensional Methods -- Application of a Physical Model of Soil-Structure Interaction in Static Condittions -- Calculation of Settlement in Sands Using a Non-Linear Constitutive Equation -- Experimental Behavior of a Reinforced Concrete Pile During Liquefaction-Induced Lateral Spreading -- Caracterizacion geostadistica de la zona urbana de la Ciudad de Coatzacoalcos, Veracruz, Mexico.

Experimental and Numerical Evaluation of the Effect of Compaction-Induced Stress on Reinforced Soil Walls Performance -- Simulation of a Weak Layered Profile Using Geotechnical Centrifuge -- Using 3D Printing Techniques to Build Artificial Porous Media -- Behavior of a Single-Helix Anchor in Sand Subjected to Cyclic Loading: Centrifuge Modeling -- Granular Mechanics of Shear Banding of Soil Slopes -- Granular Mechanics of the Shear Strength of Normally Consolidated Clays -- Comportamiento esfuerzo-deformacion de suelos altamente preconsolidados no expansivos -- Technical Session S3 - Numerical Modelling in Geotechnics -- Geomechanical Characterization of MICP-Treated Soils -- Numerical Analysis of the Behavior of Compacted and Natural Unsaturated Tropical Soils -- Modelado numerico de las pilas tipo barrettes en condiciones del subsuelo de la zona del lago de la Ciudad de Mexico -- Numerical Analysis of Piled Raft Composed by Short Piles -- Analisis numerico del proceso de infiltracion-deformacion en suelos parcialmente saturados reforzados con geosinteticos permeables usando un modelo acoplado -- Effects of Hydraulic Model on Gas Productivity and Geomechanical Stability During Methane Hydrate Production by Depressurization -- A Family of Constitutive Models Implemented in PLAXIS to Simulate Cemented Mine Backfill -- Reliability-Based Design of an Anchor-Supported Excavation -- 3D Numerical Modeling for Analyses of Pumping Tests and Its Application on Pumping Well Systems Design -- Determination and Comparison of the N'q Factor of Pile Capacity -- Using DEM to Study the Behavior of Granular Soils Under Cyclic Shear Loading -- Liquefaction Analysis of Undrained Cyclic Tests by Calibration of Constitutive Models.

Evaluacion de estabilidad de taludes compuestos por bimsoils/bimrocks mediante modelacion computacional de superficies de falla tortuosas con el algoritmo A* -- Criteria to Perform Ground-Segmented Tunnels Lining Interaction Analysis, Using an Hybrid Method -- Evaluacion de la interaccion suelo-estructura dinamica en depositos de suelo blando empleando dos metodos: numerico y analitico -- Constitutive Models for Municipal Solid Waste in Landfills -- Geotechnical Design and Structural Evaluation of End-Bearing Piles Subjected to a Double Consolidation Process -- Optimization of a Nuclear Reactor Foundation Based on Field Geotechnical Testing and Numerical Modeling -- Effects on Rail and Highway Infrastructures due to Underground Excavations According to Simplified and Detailed 3D Modelling Approaches -- Technical Session S4 - Unsaturated Soils -- Geotechnical Mapping: Susceptibility to Collapsible Soils, Expansive Soils, Erosive Soils, Dispersive Soils and Soft Soils, Based on the Sedology of the City of Caruaru- Pernambuco/Brazil -- Influence of Post-Compaction Moisture and Suction on Shear Strenght of Soils Used in Paving -- Back-Analysis of an Infinite Unsaturated Soil Slope Using a Bayesian Framework -- Hysteresis Cycles Prediction and Their Behavior on Expansive Soil-Water Retention Curve -- Comportamiento volumetrico de un suelo no saturado derivado de cenizas volcanicas del departamento del Cauca, Colombia -- Effect of Unsaturated Soil Zone on Slope Stability -- Swell Characterization of Expansive Clays from Comodoro Rivadavia - Argentine -- Role of Suction on the Seismic Compression of Unsaturated Sand Under Partially Drained Conditions -- Suction Stress Characteristic Curve for Compacted Silty Sand from Suction-Controlled Triaxial Testing.

Influencia de las variaciones de contenido de agua en la deformacion permanente de suelos de subrasante o terraplen.

Description based on publisher supplied metadata and other sources.

Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.