The Pressuremeter and its marine applications : second international symposium |
Pubbl/distr/stampa | [Place of publication not identified], : ASTM, 1986 |
Disciplina | 624.1/5136 |
Collana | ASTM special technical publication The Pressuremeter and its marine applications |
Soggetto topico |
Soil penetration test - Congresses
Marine geotechnique - Congresses Soil mechanics - Congresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN | 0-8031-4957-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910164693403321 |
[Place of publication not identified], : ASTM, 1986 | ||
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Lo trovi qui: Univ. Federico II | ||
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Proceedings of the 5th International Young Geotechnical Engineers' Conference : 5th iYGEC 2013 / / edited by Yu-Jun Cui [and seven others] |
Pubbl/distr/stampa | Amsterdam ; ; Washington, DC : , : IOS Press, , 2013 |
Descrizione fisica | 1 online resource (624 p.) |
Disciplina | 624.1/5136 |
Altri autori (Persone) | CuiY. J (Yu Jun) |
Collana | Advances in soil mechanics and geotechnical engineering |
Soggetto topico |
Geotechnical engineering
Soil mechanics |
ISBN | 1-61499-297-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Title Page""; ""Preface""; ""Contents""; ""Slope Stability""; ""3D Numerical Modeling for Slope Stabilization Using Horizontal Drains""; ""Non-Newtonian Fluid Parameters Calibration for Numerical Modelling of Landslides""; ""Simplified Method of Analysis of the Stability of River Banks Subjected to Tide Variation""; ""Long-Term Safety Coefficient for Geosynthetics: On-Site Installation Damage Experimentation""; ""The Effects of Soil Characteristic on Rainfall Infiltration Induce Slope Failure""
""Applications of Reliability-Based Calibration of Partial Factors for Design of Railway Embankments""""Study of Newmark Sliding Block Method for Rigid Sliding Mass During Asymmetric Dynamic Loading""; ""Kinematic Analysis of a Rock Slope Using Terrestrial 3D Laser Scanning Data""; ""Experience with Drainage and Ground Stabilisation by Siphon Drains in Slovakia""; ""Total Stress Rapid Drawdown Analysis of the Pilarcitos Dam Failure Using Finite Elements""; ""Laboratory Testing""; ""Evaluation of Creep Hypotheses A and B Based on Relevant Laboratory Tests"" ""Effects of Soft Plastic on MSW Shear Strength""""On the Control of Low Negative Water Pressures in Laboratory Tests on Unsaturated Sand""; ""Ways to Improve the Definition of Soils Deformation Characteristics in Laboratory Conditions""; ""Bentonite-Polyacrylate Nanocomposites for Containment of Aggressive Liquids""; ""Ground Improvement""; ""Plate Load Tests on Improved Ground with Construction and Demolition Wastes Compaction Piles""; ""Influence of Geometrical Imperfections of Rigid Soil Reinforcement Columns"" ""Soil Erosion Control and Vegetation Stabilization Using Biogenic Biopolymers""""High-Rise Building Foundation on Floating Soil-Cement Columns""; ""Geotechnical Testing for Certification of Loess Improvement by Dynamic Compaction""; ""Tensile and Creep Behavior of Geosynthetics Using Confined-Accelerated Tests""; ""Impact of Geosynthetic in Soft Soil Reinforced by Rigid Inclusions""; ""Naphthalene Diffusion and Sorption Coefficients for Cement Solidified/Stabilized Materials""; ""Resonance Testing of in Situ Deep Mixed Soils""; ""Stabilizing Slopes of Soft Cohesive Soil with Lime Columns"" ""Numerical Modelling of Jet Grouting Columns""""New Evaluation Methods for Grouts""; ""Application of Fly Ash in Ground Improvement Techniques""; ""Ultrasonic Quality Control Method of Sealing Walls Made by Jet Grouting Technology""; ""Numerical Study of the Dynamic Behavior of a Site Reinforced with Rigid Inclusions""; ""Stabilization of Frictional Soil Through Injection Using CIPS""; ""Stabilization of a Weak Low Plasticity Clay Soil Using Nanomaterial""; ""Stabilization of Soft Marine Sediments from the Port of Koper (Slovenia)"" ""Case Study of Current Practice of Anchor Design in Relation to Limit States"" |
Record Nr. | UNINA-9910790523103321 |
Amsterdam ; ; Washington, DC : , : IOS Press, , 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Proceedings of the 5th International Young Geotechnical Engineers' Conference : 5th iYGEC 2013 / / edited by Yu-Jun Cui [and seven others] |
Pubbl/distr/stampa | Amsterdam ; ; Washington, DC : , : IOS Press, , 2013 |
Descrizione fisica | 1 online resource (624 p.) |
Disciplina | 624.1/5136 |
Altri autori (Persone) | CuiY. J (Yu Jun) |
Collana | Advances in soil mechanics and geotechnical engineering |
Soggetto topico |
Geotechnical engineering
Soil mechanics |
ISBN | 1-61499-297-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Title Page""; ""Preface""; ""Contents""; ""Slope Stability""; ""3D Numerical Modeling for Slope Stabilization Using Horizontal Drains""; ""Non-Newtonian Fluid Parameters Calibration for Numerical Modelling of Landslides""; ""Simplified Method of Analysis of the Stability of River Banks Subjected to Tide Variation""; ""Long-Term Safety Coefficient for Geosynthetics: On-Site Installation Damage Experimentation""; ""The Effects of Soil Characteristic on Rainfall Infiltration Induce Slope Failure""
""Applications of Reliability-Based Calibration of Partial Factors for Design of Railway Embankments""""Study of Newmark Sliding Block Method for Rigid Sliding Mass During Asymmetric Dynamic Loading""; ""Kinematic Analysis of a Rock Slope Using Terrestrial 3D Laser Scanning Data""; ""Experience with Drainage and Ground Stabilisation by Siphon Drains in Slovakia""; ""Total Stress Rapid Drawdown Analysis of the Pilarcitos Dam Failure Using Finite Elements""; ""Laboratory Testing""; ""Evaluation of Creep Hypotheses A and B Based on Relevant Laboratory Tests"" ""Effects of Soft Plastic on MSW Shear Strength""""On the Control of Low Negative Water Pressures in Laboratory Tests on Unsaturated Sand""; ""Ways to Improve the Definition of Soils Deformation Characteristics in Laboratory Conditions""; ""Bentonite-Polyacrylate Nanocomposites for Containment of Aggressive Liquids""; ""Ground Improvement""; ""Plate Load Tests on Improved Ground with Construction and Demolition Wastes Compaction Piles""; ""Influence of Geometrical Imperfections of Rigid Soil Reinforcement Columns"" ""Soil Erosion Control and Vegetation Stabilization Using Biogenic Biopolymers""""High-Rise Building Foundation on Floating Soil-Cement Columns""; ""Geotechnical Testing for Certification of Loess Improvement by Dynamic Compaction""; ""Tensile and Creep Behavior of Geosynthetics Using Confined-Accelerated Tests""; ""Impact of Geosynthetic in Soft Soil Reinforced by Rigid Inclusions""; ""Naphthalene Diffusion and Sorption Coefficients for Cement Solidified/Stabilized Materials""; ""Resonance Testing of in Situ Deep Mixed Soils""; ""Stabilizing Slopes of Soft Cohesive Soil with Lime Columns"" ""Numerical Modelling of Jet Grouting Columns""""New Evaluation Methods for Grouts""; ""Application of Fly Ash in Ground Improvement Techniques""; ""Ultrasonic Quality Control Method of Sealing Walls Made by Jet Grouting Technology""; ""Numerical Study of the Dynamic Behavior of a Site Reinforced with Rigid Inclusions""; ""Stabilization of Frictional Soil Through Injection Using CIPS""; ""Stabilization of a Weak Low Plasticity Clay Soil Using Nanomaterial""; ""Stabilization of Soft Marine Sediments from the Port of Koper (Slovenia)"" ""Case Study of Current Practice of Anchor Design in Relation to Limit States"" |
Record Nr. | UNINA-9910825668303321 |
Amsterdam ; ; Washington, DC : , : IOS Press, , 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Slope stability analysis by the limit equilibrium method : fundamentals and methods / / Yang H. Huang |
Autore | Huang Yang H (Yang Hsien), <1927-> |
Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , 2014 |
Descrizione fisica | 1 online resource (376 p.) |
Disciplina | 624.1/5136 |
Soggetto topico | Slopes (Soil mechanics) |
Soggetto genere / forma | Electronic books. |
ISBN |
1-68015-320-X
0-7844-7800-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Preface""; ""Part 1 Fundamentals of Slope Stability""; ""Chapter 1 Introduction""; ""1.1 Slope Movements""; ""1.2 Limit Plastic Equilibrium""; ""1.3 Methods of Stability Analysis""; ""Summary""; ""Problems""; ""Chapter 2 Mechanics of Slides""; ""2.1 Types of Failure Surface""; ""2.2 Total Stress versus Effective Stress""; ""2.3 Total Stress Analysis""; ""2.4 Effective Stress Analysis""; ""2.5 Factors of Safety""; ""Summary""; ""Problems""; ""Chapter 3 Shear Strength""; ""3.1 Subsurface Investigations""; ""3.2 Field Tests""; ""3.3 Laboratory Tests""
""3.4 Shear Strength of Granular Materials""""3.5 Shear Strength of Municipal Solid Waste""; ""3.6 Typical Ranges and Correlations""; ""3.7 Back-Analysis of Shear Strength""; ""Summary""; ""Problems""; ""Chapter 4 Phreatic Surfaces""; ""4.1 Flownets""; ""4.2 Earth Dams without Filter Drains""; ""4.3 Earth Dams with Filter Drains""; ""4.4 Unsteady-State Seepage""; ""4.5 Pore Pressure Ratio""; ""Summary""; ""Problems""; ""Chapter 5 Remedial Measures for Correcting Slides""; ""5.1 Field Investigation""; ""5.2 Preliminary Planning""; ""5.3 Corrective Methods"" ""5.4 Selection of Methods for Stabilization""""Summary""; ""Part 2 Methods of Stability Analysis""; ""Chapter 6 Simplified Methods for Plane Failure Surfaces""; ""6.1 Infinite Slopes""; ""6.2 Triangular Cross Section""; ""6.3 Trapezoidal Cross Section""; ""6.4 Two Sliding Blocks""; ""6.5 Three Sliding Blocks""; ""6.6 Earth Pressure Method""; ""Summary""; ""Problems""; ""Chapter 7 Stability Charts and Other Solutions""; ""7.1 Homogeneous slopes with φ = 0""; ""7.2 Homogeneous Slopes with Both c and φ""; ""7.3 Triangular Fills on Rock or Stiff Slopes"" ""7.4 Trapezoidal Fills on Rock or Stiff Slopes""""7.5 Effective Stress Analysis of Homogeneous Dams""; ""7.6 Effective Stress Analysis of Nonhomogeneous Dams""; ""7.7 Total Stress Analysis of Dams with φ = 0""; ""7.8 Total Stress Analysis of Triangular Fills on Soil Slopes""; ""7.9 Friction Circle Method""; ""7.10 Logarithmic-Spiral Method""; ""Summary""; ""Problems""; ""Chapter 8 Method of Slices""; ""8.1 Overall Moment Equilibrium""; ""8.2 Normal Method""; ""8.3 Simplified Bishop Method""; ""8.4 Original Spencer Method""; ""8.5 Spencer Method""; ""8.6 Special Solution Techniques"" ""Summary""""Problems""; ""Chapter 9 Methods for Three-Dimensional Analysis""; ""9.1 Failure Surfaces with Ellipsoidal Ends""; ""9.2 Failure Surfaces with Planar Ends""; ""9.3 Equation for Overall Moment Equilibrium""; ""9.4 Normal Method""; ""9.5 Simplified Bishop Method""; ""9.6 Original Spencer Method""; ""Summary""; ""Problems""; ""Chapter 10 Reliability""; ""10.1 Some Statistical Terms""; ""10.2 Taylorâ€?s Expansion""; ""10.3 Mean-Value First Order Second Moment Method""; ""10.4 Normal Distribution""; ""10.5 Lognormal Distribution""; ""Summary""; ""Problems"" ""Appendix: Preview of LEAME Computer Software"" |
Record Nr. | UNINA-9910464103603321 |
Huang Yang H (Yang Hsien), <1927->
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Reston, Virginia : , : American Society of Civil Engineers, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Soil behavior and geo-micromechanics [[electronic resource] ] : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / / edited by Roger Meier, Andrew Abbo, Linbing Wang |
Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, : Geo-Institute, c2010 |
Descrizione fisica | 1 online resource (293 p.) |
Disciplina | 624.1/5136 |
Altri autori (Persone) |
MeierRoger (Roger W.)
AbboAndrew WangLinbing <1963-> |
Collana | Geotechnical special publication |
Soggetto topico |
Soil mechanics
Soil micromorphology |
Soggetto genere / forma | Electronic books. |
ISBN |
1-68015-593-8
0-7844-7340-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Soil Behavior""; ""One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow""; ""Applications of Adaptive Time Stepping in Analysis of Biot Consolidation""; ""A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index""; ""Compressibility Behavior of Soft Clay Sediments""; ""Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests""; ""A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils""
""Critical State Parameters of Kentucky Clay""""Comparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay""; ""Correlation between Different Physical and Engineering Properties of Tropical Peat Soils from Sarawak""; ""Comparison of Laboratory and Field Moduli of Compacted Geo-Materials""; ""Characterization of Compacted Loess by Electrical Resistivity Method""; ""The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay""; ""Constitutive Modeling"" ""Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model""""Calibration of 3-D Failure Criteria for Soils Using Plane Strain Shear Strength Data""; ""Improvement of Thermomechanical Model for Soil and Its FEM Analysis""; ""A Three-Dimensional Unified Hardening Model for Anisotropic Soils""; ""A Two Yielding Surface Elasto-Plastic Model with Consideration of Grain Breakage""; ""Modification of Subloading t[sub(ij)] Model for Soft Rock""; ""A Rate-Dependent Constitutive Model for Sand and Its FEM Application"" ""A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain Conditions""""Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique""; ""Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays""; ""On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay""; ""Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths""; ""Geo-Micromechanics""; ""Role of Microstructure in the Mechanical Behaviour of Clay"" ""A Microstructural Approach for Modeling the Mechanical Behavior of Structured Clays""""Engineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit""; ""Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite""; ""Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State""; ""Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM""; ""A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM"" ""Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation"" |
Record Nr. | UNINA-9910456243703321 |
Reston, Va., : American Society of Civil Engineers, : Geo-Institute, c2010 | ||
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Lo trovi qui: Univ. Federico II | ||
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Soil mechanics : calculations, principles, and methods / / Victor N. Kaliakin |
Autore | Kaliakin Victor N. |
Pubbl/distr/stampa | Butterworth-Heinemann |
Disciplina | 624.1/5136 |
Soggetto topico |
Soil mechanics
Soil physics |
ISBN | 0-12-804491-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Example problems involving phase relations for soils -- Example problems related to soil identification and classification -- Example problems related to compaction of soils -- Stresses, strains and elastic response of soils -- Example problems involving in situ stresses under hydrostatic conditions -- Example problems involving one-dimensional fluid flow in soils -- Example problems involving two-dimensional fluid flow in soils -- Example problems related to compressibility and settlement of soils -- Example problems related to time rate of consolidation -- Example problems related to shear strength of soils. |
Record Nr. | UNINA-9910583049603321 |
Kaliakin Victor N.
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Butterworth-Heinemann | ||
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Lo trovi qui: Univ. Federico II | ||
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Soil Mechanics for Unsaturated Soils |
Autore | Fredlund D. G |
Pubbl/distr/stampa | [Place of publication not identified], : Wiley Interscience Imprint, 1993 |
Disciplina | 624.1/5136 |
Soggetto topico |
Soil mechanics - Testing
Soil moisture Soils Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-17275-4
1-60119-890-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910142429603321 |
Fredlund D. G
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[Place of publication not identified], : Wiley Interscience Imprint, 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
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Soil Mechanics for Unsaturated Soils |
Autore | Fredlund D. G |
Pubbl/distr/stampa | [Place of publication not identified], : Wiley Interscience Imprint, 1993 |
Disciplina | 624.1/5136 |
Soggetto topico |
Soil mechanics - Testing
Soil moisture Soils Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-17275-4
1-60119-890-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNISA-996218383003316 |
Fredlund D. G
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[Place of publication not identified], : Wiley Interscience Imprint, 1993 | ||
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Lo trovi qui: Univ. di Salerno | ||
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Soil Mechanics for Unsaturated Soils |
Autore | Fredlund D. G |
Pubbl/distr/stampa | [Place of publication not identified], : Wiley Interscience Imprint, 1993 |
Disciplina | 624.1/5136 |
Soggetto topico |
Soil mechanics - Testing
Soil moisture Soils Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-17275-4
1-60119-890-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910830024203321 |
Fredlund D. G
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[Place of publication not identified], : Wiley Interscience Imprint, 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
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Soil Mechanics for Unsaturated Soils |
Autore | Fredlund D. G |
Pubbl/distr/stampa | [Place of publication not identified], : Wiley Interscience Imprint, 1993 |
Disciplina | 624.1/5136 |
Soggetto topico |
Soil mechanics - Testing
Soil moisture Soils Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN |
0-470-17275-4
1-60119-890-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910841769403321 |
Fredlund D. G
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[Place of publication not identified], : Wiley Interscience Imprint, 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
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