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Unsaturated Soil Mechanics is the first book to provide a comprehensive introduction to the fundamental principles of unsaturated soil mechanics. _ Offers extensive sample problems with an accompanying solutions manual. _ Brings together the rapid advances in research in unsaturated soil mechanics in one focused volume. _ Covers advances in effective stress and suction and hydraulic conductivity measurement.
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Unsaturated Soil Mechanics is the first book to provide a comprehensive introduction to the fundamental principles of unsaturated soil mechanics.
_ Offers extensive sample problems with an accompanying solutions manual.
_ Brings together the rapid advances in research in unsaturated soil mechanics in one focused volume.
_ Covers advances in effective stress and suction and hydraulic conductivity measurement.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
_ Offers extensive sample problems with an accompanying solutions manual.
_ Brings together the rapid advances in research in unsaturated soil mechanics in one focused volume.
_ Covers advances in effective stress and suction and hydraulic conductivity measurement.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Wiley & Sons
- 1. Auflage
- Seitenzahl: 584
- Erscheinungstermin: 20. Mai 2004
- Englisch
- Abmessung: 240mm x 161mm x 36mm
- Gewicht: 925g
- ISBN-13: 9780471447313
- ISBN-10: 0471447315
- Artikelnr.: 12964536
- Verlag: Wiley & Sons
- 1. Auflage
- Seitenzahl: 584
- Erscheinungstermin: 20. Mai 2004
- Englisch
- Abmessung: 240mm x 161mm x 36mm
- Gewicht: 925g
- ISBN-13: 9780471447313
- ISBN-10: 0471447315
- Artikelnr.: 12964536
NING LU, PhD, is Professor of Engineering at the Colorado School of Mines, where he teaches courses in soil mechanics and geotechnical engineering. He is the author of more than thirty papers published in peer-reviewed journals and serves as an editorial board member for the Journal of Geotechnical and Geoenvironmental Engineering. He is a member of the American Society of Civil Engineers and a lifetime member of the American Geophysical Union. WILLIAM J. LIKOS, PhD, is Assistant Professor of Civil and Environmental Engineering at the University of Missouri--Columbia, where he teaches courses in soil mechanics and soil behavior. He is a former geotechnical engineer with the U.S. Geological Survey. He is the author of numerous papers regarding unsaturated and expansive soil behavior, an editorial board member for the Geotechnical Testing Journal, and a member of ASCE and the Clay Minerals Society.
FOREWORD. PREFACE. SYMBOLS. INTRODUCTION. 1 STATE OF UNSATURATED SOIL. 1.1
Unsaturated Soil Phenomena. 1.2 Scope and Organization of Book. 1.3
Unsaturated Soil in Nature and Practice. 1.4 Moisture, Pore Pressure, and
Stress Profiles. 1.5 State Variables, Material Variables, and Constitutive
Laws. 1.6 Suction and Potential of Soil Water. Problems. I FUNDAMENTAL
PRINCIPLES. 2 MATERIAL VARIABLES. 2.1 Physical Properties of Air and Water.
2.2 Partial Pressure and Relative Humidity. 2.3 Density of Moist Air. 2.4
Surface Tension. 2.5 Cavitation of Water. Problems. 3 INTERFACIAL
EQUILIBRIUM. 3.1 Solubility of Air in Water. 3.2 Air-Water-Solid Interface.
3.3 Vapor Pressure Lowering. 3.4 Soil-Water Characteristic Curve. Problems.
4 CAPILLARITY. 4.1 Young-Laplace Equation. 4.2 Height of Capillary Rise.
4.3 Rate of Capillary Rise. 4.4 Capillary Pore Size Distribution. 4.5
Suction Stress. Problems. II STRESS PHENOMENA. 5 STATE OF STRESS. 5.1
Effective Stress in Unsaturated Soil. 5.2 Hysteresis. 5.3 Stress Tensor
Representation. 5.4 Stress Control by Axis Translation. 5.5 Graphical
Representation of Stress. Problems. 6 SHEAR STRENGTH. 6.1 Extended
Mohr-Coulomb (M-C) Criterion. 6.2 Shear Strength Parameters for the
Extended M-C Criterion. 6.3 Effective Stress and the M-C Criterion. 6.4
Shear Strength Parameters for the M-C Criterion. 6.5 Unified Representation
of Failure Envelope. Problems. 7 SUCTION AND EARTH PRESSURE PROFILES. 7.1
Steady Suction and Water Content Profiles. 7.2 Steady Effective Stress
Parameter and Stress Profiles. 7.3 Earth Pressure at Rest. 7.4 Active Earth
Pressure. 7.5 Passive Earth Pressure. Problems. III FLOW PHENOMENA. 8
STEADY FLOWS. 8.1 Driving Mechanisms for Water and Airflow. 8.2
Permeability and Hydraulic Conductivity. 8.3 Hydraulic Conductivity
Function. 8.4 Capillary Barriers. 8.5 Steady Infiltration and Evaporation.
8.6 Steady Vapor Flow. 8.7 Steady Air Diffusion in Water. Problems. 9
TRANSIENT FLOWS. 9.1 Principles for Pore Liquid Flow. 9.2 Rate of
Infiltration. 9.3 Transient Suction and Moisture Profiles. 9.4 Principles
for Pore Gas Flow. 9.5 Barometric Pumping Analysis. Problems. IV MATERIAL
VARIABLE MEASUREMENT AND MODELING. 10 SUCTION MEASUREMENT. 10.1 Overview of
Measurement Techniques. 10.2 Tensiometers. 10.3 Axis Translation
Techniques. 10.4 Electrical/Thermal Conductivity Sensors. 10.5 Humidity
Measurement Techniques. 10.6 Humidity Control Techniques. 10.7 Filter Paper
Techniques. Problems. 11 HYDRAULIC CONDUCTIVITY MEASUREMENT. 11.1 Overview
of Measurement Techniques. 11.2 Steady-State Measurement Techniques. 11.3
Transient Measurement Techniques. Problems. 12 SUCTION AND HYDRAULIC
CONDUCTIVITY MODELS. 12.1 Soil-Water Characteristic Curve Models. 12.2
Hydraulic Conductivity Models. Problems. REFERENCES. INDEX.
Unsaturated Soil Phenomena. 1.2 Scope and Organization of Book. 1.3
Unsaturated Soil in Nature and Practice. 1.4 Moisture, Pore Pressure, and
Stress Profiles. 1.5 State Variables, Material Variables, and Constitutive
Laws. 1.6 Suction and Potential of Soil Water. Problems. I FUNDAMENTAL
PRINCIPLES. 2 MATERIAL VARIABLES. 2.1 Physical Properties of Air and Water.
2.2 Partial Pressure and Relative Humidity. 2.3 Density of Moist Air. 2.4
Surface Tension. 2.5 Cavitation of Water. Problems. 3 INTERFACIAL
EQUILIBRIUM. 3.1 Solubility of Air in Water. 3.2 Air-Water-Solid Interface.
3.3 Vapor Pressure Lowering. 3.4 Soil-Water Characteristic Curve. Problems.
4 CAPILLARITY. 4.1 Young-Laplace Equation. 4.2 Height of Capillary Rise.
4.3 Rate of Capillary Rise. 4.4 Capillary Pore Size Distribution. 4.5
Suction Stress. Problems. II STRESS PHENOMENA. 5 STATE OF STRESS. 5.1
Effective Stress in Unsaturated Soil. 5.2 Hysteresis. 5.3 Stress Tensor
Representation. 5.4 Stress Control by Axis Translation. 5.5 Graphical
Representation of Stress. Problems. 6 SHEAR STRENGTH. 6.1 Extended
Mohr-Coulomb (M-C) Criterion. 6.2 Shear Strength Parameters for the
Extended M-C Criterion. 6.3 Effective Stress and the M-C Criterion. 6.4
Shear Strength Parameters for the M-C Criterion. 6.5 Unified Representation
of Failure Envelope. Problems. 7 SUCTION AND EARTH PRESSURE PROFILES. 7.1
Steady Suction and Water Content Profiles. 7.2 Steady Effective Stress
Parameter and Stress Profiles. 7.3 Earth Pressure at Rest. 7.4 Active Earth
Pressure. 7.5 Passive Earth Pressure. Problems. III FLOW PHENOMENA. 8
STEADY FLOWS. 8.1 Driving Mechanisms for Water and Airflow. 8.2
Permeability and Hydraulic Conductivity. 8.3 Hydraulic Conductivity
Function. 8.4 Capillary Barriers. 8.5 Steady Infiltration and Evaporation.
8.6 Steady Vapor Flow. 8.7 Steady Air Diffusion in Water. Problems. 9
TRANSIENT FLOWS. 9.1 Principles for Pore Liquid Flow. 9.2 Rate of
Infiltration. 9.3 Transient Suction and Moisture Profiles. 9.4 Principles
for Pore Gas Flow. 9.5 Barometric Pumping Analysis. Problems. IV MATERIAL
VARIABLE MEASUREMENT AND MODELING. 10 SUCTION MEASUREMENT. 10.1 Overview of
Measurement Techniques. 10.2 Tensiometers. 10.3 Axis Translation
Techniques. 10.4 Electrical/Thermal Conductivity Sensors. 10.5 Humidity
Measurement Techniques. 10.6 Humidity Control Techniques. 10.7 Filter Paper
Techniques. Problems. 11 HYDRAULIC CONDUCTIVITY MEASUREMENT. 11.1 Overview
of Measurement Techniques. 11.2 Steady-State Measurement Techniques. 11.3
Transient Measurement Techniques. Problems. 12 SUCTION AND HYDRAULIC
CONDUCTIVITY MODELS. 12.1 Soil-Water Characteristic Curve Models. 12.2
Hydraulic Conductivity Models. Problems. REFERENCES. INDEX.
FOREWORD. PREFACE. SYMBOLS. INTRODUCTION. 1 STATE OF UNSATURATED SOIL. 1.1
Unsaturated Soil Phenomena. 1.2 Scope and Organization of Book. 1.3
Unsaturated Soil in Nature and Practice. 1.4 Moisture, Pore Pressure, and
Stress Profiles. 1.5 State Variables, Material Variables, and Constitutive
Laws. 1.6 Suction and Potential of Soil Water. Problems. I FUNDAMENTAL
PRINCIPLES. 2 MATERIAL VARIABLES. 2.1 Physical Properties of Air and Water.
2.2 Partial Pressure and Relative Humidity. 2.3 Density of Moist Air. 2.4
Surface Tension. 2.5 Cavitation of Water. Problems. 3 INTERFACIAL
EQUILIBRIUM. 3.1 Solubility of Air in Water. 3.2 Air-Water-Solid Interface.
3.3 Vapor Pressure Lowering. 3.4 Soil-Water Characteristic Curve. Problems.
4 CAPILLARITY. 4.1 Young-Laplace Equation. 4.2 Height of Capillary Rise.
4.3 Rate of Capillary Rise. 4.4 Capillary Pore Size Distribution. 4.5
Suction Stress. Problems. II STRESS PHENOMENA. 5 STATE OF STRESS. 5.1
Effective Stress in Unsaturated Soil. 5.2 Hysteresis. 5.3 Stress Tensor
Representation. 5.4 Stress Control by Axis Translation. 5.5 Graphical
Representation of Stress. Problems. 6 SHEAR STRENGTH. 6.1 Extended
Mohr-Coulomb (M-C) Criterion. 6.2 Shear Strength Parameters for the
Extended M-C Criterion. 6.3 Effective Stress and the M-C Criterion. 6.4
Shear Strength Parameters for the M-C Criterion. 6.5 Unified Representation
of Failure Envelope. Problems. 7 SUCTION AND EARTH PRESSURE PROFILES. 7.1
Steady Suction and Water Content Profiles. 7.2 Steady Effective Stress
Parameter and Stress Profiles. 7.3 Earth Pressure at Rest. 7.4 Active Earth
Pressure. 7.5 Passive Earth Pressure. Problems. III FLOW PHENOMENA. 8
STEADY FLOWS. 8.1 Driving Mechanisms for Water and Airflow. 8.2
Permeability and Hydraulic Conductivity. 8.3 Hydraulic Conductivity
Function. 8.4 Capillary Barriers. 8.5 Steady Infiltration and Evaporation.
8.6 Steady Vapor Flow. 8.7 Steady Air Diffusion in Water. Problems. 9
TRANSIENT FLOWS. 9.1 Principles for Pore Liquid Flow. 9.2 Rate of
Infiltration. 9.3 Transient Suction and Moisture Profiles. 9.4 Principles
for Pore Gas Flow. 9.5 Barometric Pumping Analysis. Problems. IV MATERIAL
VARIABLE MEASUREMENT AND MODELING. 10 SUCTION MEASUREMENT. 10.1 Overview of
Measurement Techniques. 10.2 Tensiometers. 10.3 Axis Translation
Techniques. 10.4 Electrical/Thermal Conductivity Sensors. 10.5 Humidity
Measurement Techniques. 10.6 Humidity Control Techniques. 10.7 Filter Paper
Techniques. Problems. 11 HYDRAULIC CONDUCTIVITY MEASUREMENT. 11.1 Overview
of Measurement Techniques. 11.2 Steady-State Measurement Techniques. 11.3
Transient Measurement Techniques. Problems. 12 SUCTION AND HYDRAULIC
CONDUCTIVITY MODELS. 12.1 Soil-Water Characteristic Curve Models. 12.2
Hydraulic Conductivity Models. Problems. REFERENCES. INDEX.
Unsaturated Soil Phenomena. 1.2 Scope and Organization of Book. 1.3
Unsaturated Soil in Nature and Practice. 1.4 Moisture, Pore Pressure, and
Stress Profiles. 1.5 State Variables, Material Variables, and Constitutive
Laws. 1.6 Suction and Potential of Soil Water. Problems. I FUNDAMENTAL
PRINCIPLES. 2 MATERIAL VARIABLES. 2.1 Physical Properties of Air and Water.
2.2 Partial Pressure and Relative Humidity. 2.3 Density of Moist Air. 2.4
Surface Tension. 2.5 Cavitation of Water. Problems. 3 INTERFACIAL
EQUILIBRIUM. 3.1 Solubility of Air in Water. 3.2 Air-Water-Solid Interface.
3.3 Vapor Pressure Lowering. 3.4 Soil-Water Characteristic Curve. Problems.
4 CAPILLARITY. 4.1 Young-Laplace Equation. 4.2 Height of Capillary Rise.
4.3 Rate of Capillary Rise. 4.4 Capillary Pore Size Distribution. 4.5
Suction Stress. Problems. II STRESS PHENOMENA. 5 STATE OF STRESS. 5.1
Effective Stress in Unsaturated Soil. 5.2 Hysteresis. 5.3 Stress Tensor
Representation. 5.4 Stress Control by Axis Translation. 5.5 Graphical
Representation of Stress. Problems. 6 SHEAR STRENGTH. 6.1 Extended
Mohr-Coulomb (M-C) Criterion. 6.2 Shear Strength Parameters for the
Extended M-C Criterion. 6.3 Effective Stress and the M-C Criterion. 6.4
Shear Strength Parameters for the M-C Criterion. 6.5 Unified Representation
of Failure Envelope. Problems. 7 SUCTION AND EARTH PRESSURE PROFILES. 7.1
Steady Suction and Water Content Profiles. 7.2 Steady Effective Stress
Parameter and Stress Profiles. 7.3 Earth Pressure at Rest. 7.4 Active Earth
Pressure. 7.5 Passive Earth Pressure. Problems. III FLOW PHENOMENA. 8
STEADY FLOWS. 8.1 Driving Mechanisms for Water and Airflow. 8.2
Permeability and Hydraulic Conductivity. 8.3 Hydraulic Conductivity
Function. 8.4 Capillary Barriers. 8.5 Steady Infiltration and Evaporation.
8.6 Steady Vapor Flow. 8.7 Steady Air Diffusion in Water. Problems. 9
TRANSIENT FLOWS. 9.1 Principles for Pore Liquid Flow. 9.2 Rate of
Infiltration. 9.3 Transient Suction and Moisture Profiles. 9.4 Principles
for Pore Gas Flow. 9.5 Barometric Pumping Analysis. Problems. IV MATERIAL
VARIABLE MEASUREMENT AND MODELING. 10 SUCTION MEASUREMENT. 10.1 Overview of
Measurement Techniques. 10.2 Tensiometers. 10.3 Axis Translation
Techniques. 10.4 Electrical/Thermal Conductivity Sensors. 10.5 Humidity
Measurement Techniques. 10.6 Humidity Control Techniques. 10.7 Filter Paper
Techniques. Problems. 11 HYDRAULIC CONDUCTIVITY MEASUREMENT. 11.1 Overview
of Measurement Techniques. 11.2 Steady-State Measurement Techniques. 11.3
Transient Measurement Techniques. Problems. 12 SUCTION AND HYDRAULIC
CONDUCTIVITY MODELS. 12.1 Soil-Water Characteristic Curve Models. 12.2
Hydraulic Conductivity Models. Problems. REFERENCES. INDEX.