Ebook: Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads
- Tags: Continuum Mechanics and Mechanics of Materials, Soft and Granular Matter Complex Fluids and Microfluidics
- Series: CISM Courses and Lectures 534
- Year: 2012
- Publisher: Springer-Verlag Wien
- Edition: 1
- Language: English
- pdf
T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction.
The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
Content:
Front Matter....Pages i-x
Behaviour of Granular Soils Under Environmentally Induced Cyclic Loads....Pages 1-136
Constitutive Modelling....Pages 137-226
Creep Versus Transient Loading Effects in Geotechnical Problems....Pages 227-261
Mathematical Models for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering....Pages 263-290
Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: First Order Hyperbolic Partial Differential Equations....Pages 291-327
Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: Second Order Equation....Pages 329-361
Cyclic Mechanical Response of Rigid Bodies Interacting With Sand Strata....Pages 363-398
Macroelement Modelling....Pages 399-439
Offshore Design Approaches and Model Tests for Sub-Failure Cyclic Loading of Foundations....Pages 441-480
Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles....Pages 481-528
Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction....Pages 529-573
The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation.
Content:
Front Matter....Pages i-x
Behaviour of Granular Soils Under Environmentally Induced Cyclic Loads....Pages 1-136
Constitutive Modelling....Pages 137-226
Creep Versus Transient Loading Effects in Geotechnical Problems....Pages 227-261
Mathematical Models for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering....Pages 263-290
Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: First Order Hyperbolic Partial Differential Equations....Pages 291-327
Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: Second Order Equation....Pages 329-361
Cyclic Mechanical Response of Rigid Bodies Interacting With Sand Strata....Pages 363-398
Macroelement Modelling....Pages 399-439
Offshore Design Approaches and Model Tests for Sub-Failure Cyclic Loading of Foundations....Pages 441-480
Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles....Pages 481-528
Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction....Pages 529-573
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