Introductory geotechnical engineering : (Registro nro. 17363)
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| 000 -CABECERA | |
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| Campo de control de longitud fija | 11156cam a22002658a 4500 |
| 001 - NÚMERO DE CONTROL | |
| Campo de control | 13646128 |
| 003 - IDENTIFICADOR DE NÚMERO DE CONTROL | |
| Campo de control | CoBo-ECI |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN | |
| Campo de control | 20200318123008.0 |
| 008 - CAMPO FIJO DE DESCRIPCIÓN FIJA--INFORMACIÓN GENERAL | |
| Campo de control de longitud fija | 040706s2005 nyu b 001 0 eng |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | 0415304016 (hardback : alk. paper) |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | 0415304024 (pbk. : alk. paper) |
| 040 ## - FUENTE DE CATALOGACIÓN | |
| Agencia de catalogación original | DLC |
| Agencia que realiza la transcripción | DLC |
| Agencia que realiza la modificación | DLC |
| 082 00 - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY | |
| Número de clasificación Decimal | 624.151 |
| Número de edición DEWEY | 22 |
| Número de documento (Cutter) | F211i |
| 100 1# - ENCABEZAMIENTO PRINCIPAL--NOMBRE PERSONAL | |
| Nombre de persona | Fang, Hsai-Yang. |
| 9 (RLIN) | 1071 |
| 245 10 - TÍTULO PROPIAMENTE DICHO | |
| Título | Introductory geotechnical engineering : |
| Parte restante del título | an environmental perspective / |
| Mención de responsabilidad, etc. | Hsai-Yang Fang and John L. Daniels. |
| 260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC (PIE DE IMPRENTA) | |
| Lugar de publicación, distribución, etc. | [s.l.] : |
| Nombre del editor, distribuidor, etc. | Routledge, |
| Fecha de publicación, distribución, etc. | 2011 |
| 300 ## - DESCRIPCIÓN FÍSICA | |
| Extensión | XXIX, 574 p. : |
| Otros detalles físicos | il. ; |
| Dimensiones | 24 cm. |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. | |
| Bibliografía, etc. | Incluye bibliografía e indices |
| 505 ## - NOTA DE CONTENIDO FORMATEADA | |
| Nota de contenido con formato preestablecido | INTRODUCTORY GEOTECHNICAL ENGINEERING <br/> An Environmental Perspective<br/> TABLE OF CONTENTS<br/>Preface<br/>1. INTRODUCTION TO GEOTECHNICAL ENGINEERING<br/> 1.1 Introduction<br/> 1.2 Need to study Geotechnical Engineering from an Environmental Perspective<br/> 1.3 Environmental Geotechnology and Geoenvironmental Engineering<br/> 1.4 The Particle-Energy-Field Theory<br/> 1.5 Particle Energy Field and Environment<br/> 1.6 Particle Behavior Under Load<br/> 1.7 Particle Behavior In Multimedia Energy Fields<br/> 1.8 Justification and Application of The Particle-Energy-Field Theory <br/> 1.9 Soil Testing<br/> 1.10 Data Collection and Presentation<br/> 1.11 Summary<br/> Problems<br/>2. NATURE OF SOIL AND ROCK<br/> 2.1 Introduction<br/> 2.2 Rocks and Their Classification<br/> 2.3 Soil as a Natural System<br/> 2.4 Soil Texture, Strata, Profile and Horizon<br/> 2.5 Soil Consistency and Indices<br/> 2.6 Classification Systems of Soil<br/> 2.7 Chemical Composition of Natural Soils<br/> 2.8 Characteristics of Granular Soils<br/> 2.9 Silica-Sesquioxide Ratio (SSR) of Soil-Water System <br/> 2.10 Identification and Characterization of Contaminated Soils<br/> 2.11 Some Special Soil Types and Problematic Soils <br/> 2.12 Summary<br/>Problems <br/>3. GRANULAR SOIL, COHESIVE SOIL AND CLAY MINERALS<br/> 3.1 Introduction<br/> 3.2 Air-Water-Solid Relationship<br/> 3.3 Geometric Relationships of Granular Soil Systems<br/> 3.4 Packings of Particles and Their Primary Structure<br/> 3.5 Mechanical Behavior of Granular Systems<br/> 3.6 Cohesive Soil Systems<br/> 3.7 Fundamentals of Clay Mineralogy<br/>3.8 Clay-Water-Electrolyte System<br/>3.9 Clay Minerals<br/>3.10 Homoionic, Pure and Man-made Soils<br/> 3.11 Summary<br/> Problems<br/>4. SOIL-WATER INTERACTION IN THE ENVIRONMENT<br/> 4.1 Introduction <br/> 4.2 Mechanisms and Reactions of Soil-Water Interaction <br/> 4.3 Structures and Properties of Water Substances<br/> 4.4 Shrinkage, Swelling and Heat of Wetting of Soils<br/> 4.5 Water Intake Ability and Sorption <br/> 4.6 Adsorption Phenomena<br/> 4.7 Ion Exchange Capacity and Ion Exchange Reactions <br/> 4.8 Osmotic and Reversed Osmotic Phenomena<br/> 4.9 Soil-Water-Air Interaction in the Environment<br/> 4.10 Sensitivity of Soil to Environment<br/> 4.11 Geomorphic Process of Soil (Aging Process)<br/> 4.12 Bacterial Attack and Corrosion Process<br/>4.13 Summary<br/>Problems<br/>5. HYDRAULIC CONDUCTION PHENOMENA<br/> 5.1 Introduction<br/> 5.2 Infiltration, Percolation and Retention <br/> 5.3 Capillarity Phenomena <br/> 5.4 Hydraulic Conductivity<br/> 5.5 Stress, Pressure and Energy of Soil-Water System<br/> 5.6 Field Pumping Test<br/> 5.7 Drainage and Dewatering Systems<br/> 5.8 Seepage Flow, Flow Net and Free Water Surface<br/> 5.9 Protective Filters<br/> 5.10 Creeping Flow and Mass Transport Phenomena<br/> 5.11 Soil-Water Suction and Diffusivity <br/> 5.12 Diffusion and Migration <br/> 5.13 Summary<br/> Problems<br/>6. THERMAL AND ELECTRICAL PROPERTIES OF SOILS<br/> 6.1 Introduction<br/> 6.2 Measurable Parameters of Heat<br/> 6.3 Heat Transfer Process and Soil-Heat Interaction<br/> 6.4 Thermal Conductivity and Resistivity<br/> 6.5 Effect of Heat on Engineering Properties of Soil<br/> 6.6 Effect of Heat on Performance of Soil-Foundation System <br/> 6.7 Freezing-Thawing Behavior of Soil<br/> 6.8 Electrical Properties and Soil <br/> 6.9 Electrical Behavior of Soil-Water System <br/> 6.10 Dielectric Constant <br/> 6.11 Electrical Conductivity and Resistivity of Soil<br/> 6.12 Electrokinetic Phenomena in Soil-Water System<br/> 6.13 Thermo-Electromagnetic Phenomena <br/> 6.14 Summary<br/> Problems<br/>7. SOIL COMPACTION (DENSIFICATION)<br/> 7.1 Introduction<br/> 7.2 Unit Weight and Moisture Content Relationship<br/> 7.3 Soil Compaction Theories and Mechanisms<br/> 7.4 Characteristics of Compacted Soil<br/> 7.5 Factors Affecting Compacted Soil<br/> 7.6 Field Compaction <br/> 7.7 Field Compaction Controlling Methods <br/> 7.8 Field Deep Compaction and Mass Compaction<br/> 7.9 Compaction by Blasting Techniques<br/> 7.10 Soil Densification by an Electrical Process<br/> 7.11 Summary<br/> Problems<br/>8. CRACKING-FRACTURE-TENSILE BEHAVIOR OF SOILS<br/> 8.1 Introduction<br/> 8.2 Soil Cracking Mechanisms and Types<br/> 8.3 Soil Cracking Patterns<br/> 8.4 Soil Cracking-Fracture Interaction<br/> 8.5 Cracking-Fracture Characteristics of Contaminated Soils<br/> 8.6 Application of Linear Elastic Fracture Mechanics<br/> 8.7 Laboratory Fracture Load Tests <br/> 8.8 Applications of Cracking-Fracture Data <br/> 8.9 Tensile Strength of Soil<br/> 8.10 Tensile Characteristics of Compacted Soil<br/> 8.11 Environmental Factors Affecting Tensile Strength<br/> 8.12 Summary<br/> Problems<br/>9. CONSOLIDATION, STRESS DISTRIBUTION AND SETTLEMENT <br/> 9.1 Introduction<br/> 9.2 Consolidation Phenomena and Mechanisms <br/> 9.3 Terzaghi's One-dimensional Consolidation Theory<br/> 9.4 Overconsolidated Clays <br/> 9.5 Consolidation Characteristics of Contaminated Soil Deposits <br/> 9.6 Vertical Stress and Pressure Distribution<br/> 9.7 Settlement Analysis<br/> 9.8 Immediate Settlement<br/> 9.9 Consolidation Settlement<br/> 9.10 Settlement Estimation under Environmental Conditions <br/> 9.11 Summary<br/> Problems<br/>10. STRESS-STRAIN-STRENGTH OF SOIL<br/> 10.1 Introduction<br/> 10.2 Constitutive Modeling of Soils<br/> 10.3 Failure Criteria<br/> 10.4 Prefailure Characteristics of Soils<br/> 10.5 Laboratory Shear Tests<br/> 10.6 Triaxial Shear Test<br/> 10.7 Unconfined Compression Test and Undrained Shear Strength <br/> 10.8 Friction Force and Angle of Internal Friction<br/> 10.9 Sensitivity, Creep, Thixotropy and other Shear Phenomena of Soils<br/> 10.10 Field Shear Strength Tests<br/> 10.11 Shear Characteristics of Granular Soils<br/> 10.12 Shear Characteristics of Normally and Overconsolidated Clays<br/> 10.13 Residual Shear Strength of Clay<br/> 10.14 Genetic Diagnosis Approach for Evaluation of Shear Strength of Soil<br/> 10.15 Summary<br/> Problems<br/>11. DYNAMIC PROPERTIES OF SOIL <br/> 11.1 Introduction<br/> 11.2 Earthquake, Earthquake Loading and Measurements<br/> 11.3 Liquefaction Phenomena and Characteristics of Granular Soil <br/> 11.4 Liquefaction Phenomena and Characteristics of Clay-like Soil<br/>11.5 Dynamic Shear Characteristics of Contaminated Fine-grained Soil <br/> 11.6 Earthquake Effects on Structures and Design Considerations<br/> 11.7 Wind and Rain Dynamics<br/> 11.8 Wave and Current Dynamics<br/> 11.9 Dynamics of Water Surface Current<br/> 11.10 Machine Vibration<br/> 11.11 Other Dynamic Loadings <br/> 11.12 Measurement of the Safe-limits Under Dynamic Loading<br/> 11.13 Summary<br/> Problems <br/>12. BEARING CAPACITY OF SHALLOW FOUNDATION <br/> 12.1 Introduction<br/> 12.2 Ground Stability Analysis <br/> 12.3 Loads and Allowable Loads<br/> 12.4 Factor of Safety <br/> 12.5 Ultimate and Allowable Bearing Capacity<br/> 12.6 Bearing Capacity Determination by Limit Equilibrium Method<br/> 12.7 Bearing Capacity for Cohesive Soils<br/> 12.8 Bearing Capacity Determined by Limit Analysis Method<br/> 12.9 In-situ Measurements of Bearing Capacity of Ground Soil<br/> 12.10 Building Codes and Special Soils and Rocks<br/> 12.11 Inclined and Eccentric Loads <br/> 12.12 Effect of Environmental Conditions on Bearing Capacity<br/> 12.13 Techniques for Improvement of Weak Bearing Capacity Ground Soil<br/> 12.14 Summary<br/> Problems<br/> 13. LATERAL EARTH PRESSURES<br/> 13.1 Introduction<br/> 13.2 Methods for Analysis of Lateral Earth Pressure<br/> 13.3 Coulomb Earth Pressure Theory (Wedge Theory)<br/> 13.4 Rankine Earth Pressure Theory<br/> 13.5 Earth Pressure for Cohesive Soil-The Modified Rankine Theory<br/> 13.6 Culmann Graphical Procedures Based on Coulomb Theory<br/> 13.7 Lateral Earth Pressure Determined by Elasticity Theory<br/> 13.8 Lateral Earth Pressure Determined by Semi-empirical Method<br/> 13.9 Wall Stability and Lateral Environmental Pressures<br/> 13.10 Coefficient of Earth Pressure at Rest and Other Friction Forces <br/> 13.11 In-situ Measurements of Lateral Earth Pressures<br/> 13.12 Earth Pressures Around Excavations and Other Special Cases<br/> 13.13 Summary<br/> Problems<br/>14. EARTH SLOPE STABILITY AND LANDSLIDES<br/> 14.1 Introduction<br/> 14.2 Factors Affecting Slope Instability <br/> 14.3 Slope Failure Phenomena and Mechanisms<br/> 14.4 Slope Stability Analysis Methods<br/> 14.5 Culmann Method-Straight Line Failure Plane<br/> 14.6 Limit Equilibrium Method - Circular Arc Failure Surface<br/> 14.7 Infinite Earth Slopes<br/> 14.8 Earthquake Loading Effects - Limit Equilibrium Solutions<br/> 14.9 Slope Stability Problems Solved by Limit Analysis Methods<br/> 14.10 Environmental Effects on Slope Failures and Landslides<br/> 14.11 Mudflow and Debris Flow<br/> 14.12 Prevention, Control and Remedial Action on Landslides<br/> 14.13 Summary<br/> Problems<br/>15. FUNDAMENTALS OF GROUND IMPROVEMENT SYSTEMS<br/> 15.1 Introduction<br/> 15.2 Load-Factor and Environmental-Load-Factor Design Criteria<br/> 15.3 Structure-Soil and Soil-Structure Interactions <br/> 15.4 Ground Instability Causes, Failure Modes and Classifications <br/> 15.5 Ground Improvement Techniques<br/> 15.6 Ground Improvement by Composite Structural Systems <br/> 15.7 Geosynthetics<br/> 15.8 Sheet Piling and Other Types of Walls<br/> 15.9 Reinforced Earth Systems <br/> 15.10 Geosynthetic-Reinforced Earth Systems<br/> 15.11 Anchors, Nailing and Pins<br/> 15.12 Pile Foundations<br/> 15.13 Drilled Caissons, Piers, Pressure Injection Footings and Others<br/> 15.14 Summary<br/> Problems<br/>16. SELECTED ENVIRONMENTAL GEOTECHNOLOGY PROBLEMS<br/> 16.1 Introduction<br/> 16.2 Wetlands and Flood Plain<br/> 16.3 Coastal Margins and Marine Deposits<br/> 16.4 Saltwater Intrusion, Estuaries and Greenhouse Effects<br/> 16.5 Soil Erosion<br/> 16.6 Ground Surface Subsidence<br/> 16.7 Arid Land and Desert Region<br/> 16.8 Dredging Technology and Reclaimed Land<br/>16.9 Municipal Solid Wastes and Landfill Technology<br/>16.10 Hazardous and Radioactive Waste <br/> 16.11 Radon Gas<br/> 16.12 Waste Control Facilities (Containment Systems)<br/> 16.13 Environmental Geotechnology Perspective<br/> 16.14 Summary<br/> Problems |
| 520 ## - RESUMEN, ETC. | |
| Nota de sumario, etc. | La integración y mezcla teoría tradicional de la teoría de partículas de energía de campo, este libro proporciona un marco para el análisis del comportamiento del suelo bajo diversas condiciones ambientales. Este libro explica el por qué y el cómo de la ingeniería geotécnica en un contexto ambiental. El uso de ambos SI y unidades imperiales, los autores se refieren a: la mecánica mecánica de rocas del suelo y las propiedades del suelo hidrogeología y clasificaciones y las cuestiones relativas a la tierra contaminada. Los estudiantes de ingeniería y profesionales civiles, geotécnicas y ambientales no están familiarizados con el concepto de partícula-energía-materia, se encontrarán con que enfoque novedoso de este libro ayuda a aclarar la compleja teoría detrás de geotecnia. |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 1072 |
| Nombre de materia o nombre geográfico como elemento de entrada | GEOTECNIA AMBIENTAL |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 648 |
| Nombre de materia o nombre geográfico como elemento de entrada | INGENIERÍA GEOTÉCNICA |
| 700 1# - ENCABEZAMIENTO SECUNDARIO--NOMBRE PERSONAL | |
| 9 (RLIN) | 1073 |
| Nombre de persona | Daniels, John, |
| Fechas asociadas al nombre | 1974 |
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| Préstamo Normal | Colección / Fondo / Acervo / Resguardo | Biblioteca Jorge Álvarez Lleras | Biblioteca Jorge Álvarez Lleras | Fondo general | 2014-11-12 | AMAZON-444444001-OC20086 | Compra | 69610.00 | Ej. 1 | BIB0001202 | 4 | 1 | 624.151 F211i | 023710 | 2024-02-09 | 2018-09-11 | 1 | LIBRO - MATERIAL GENERAL | 2014-12-18 | Maestría en Ingeniería Civil |
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