Frontiers in geotechnical engineering. (2019)

• Record Type: Book
• Further Information: Note: Madhavi Latha G., editor.
• Editors: Latha G., Madhavi
• Other Names: Indian Geotechnical Conference
• Contents: Intro; Foreword; Preface; Contents; About the Editor; 1 Pores-The Almost Invisible Part of Soil; 1.1 Introduction; 1.2 Digital Reconstruction; 1.3 Digital Dissection-Meso-scale Analysis; 1.4 Sub-volume Visualization; 1.5 Single Particle and Pore Visualization; 1.6 Pore Size Distributions; 1.7 Conclusions; References; 2 Research Advancements in Expansive Soil Characterization, Stabilization and Geoinfrastructure Monitoring; 2.1 Introduction and Background; 2.2 Advancements in Soil Characterization and Stabilization; 2.3 Soil Stabilization Advances; 2.4 Geoinfrastructure Monitoring Using UAV 2.5 Summary and ConclusionsReferences; 3 Testing Mode and Soil Parameters; 3.1 Introduction; 3.2 Liquid Limit; 3.3 Swelling Pressure; 3.4 Angle of Internal Friction; 3.5 Radial Coefficient of Consolidation; 3.6 Interface Friction Angle; 3.7 Summary and Conclusions; References; 4 Estimation of Dredged Fill Volume Based on Self-weight Consolidation Characteristics of Dredged Soil; 4.1 Introduction; 4.2 Consolidation Theory Considering Self-weight Consolidation; 4.2.1 Estimation of Landfill Volume; 4.2.2 Settlement Consolidation Characteristics of Dredged Soils; 4.3 Laboratory Model Experiments 4.3.1 Physical Properties Test of Dredged Soil and Residence Soil4.3.2 Sedimentation Consolidation Test of Dredged Soil; 4.4 Analysis for the Results of the Sedimentation-Self Weight Consolidation Test; 4.4.1 Calculation of Sedimentation Consolidation Coefficient; 4.4.2 Relation Between the Height of Boundary Surface and the Height of Real Soil Volume; 4.4.3 Prediction of Volume Change Ratio; 4.5 Prediction of Dredging Landfill Volume Using the Numerical Method; 4.5.1 Permeability and Stress Characteristics According to Void Ratio 4.5.2 Dredging Landfill Height and Void Ratio Change with Time4.5.3 Change of Void Ratio and Effective Stress with Time; 4.6 Propose Calculation Method of the Dredged Landfill Volume; 4.7 Conclusion; References; 5 Recommended Practice for Soft Clay Characterization with a Focus on Settlement and Stability Analysis; 5.1 Introduction; 5.2 In Situ Methodologies to Detect Soft Clay Layers; 5.3 Undisturbed Soft Clay Sampling and Sample Disturbance; 5.4 Deformation in Soft Clays; 5.4.1 Background and Definitions; 5.4.2 On Framework for Modeling Deformation of Soft Clays 5.4.3 On Key Parameters for Calculation of Creep Deformation5.5 Recommended Practice to Establish Deformation Characteristics of Soft Clays for Settlement Calculations; 5.5.1 Sample Quality; 5.5.2 Laboratory Testing; 5.5.3 Interpretation of Laboratory Test; 5.5.4 Settlement Calculation; 5.5.5 Evaluation of Results; 5.6 Undrained Shear Strength of Soft Clays; 5.7 Recommended Practice to Establish Undrained Strength Properties of Soft Clays for Stability Calculations; 5.7.1 Laboratory Testing; 5.7.2 Field Testing; 5.7.3 Assessment of Undrained Shear Strength Profile; 5.7.4 Strength Anisotropy
• Publisher Details: Singapore : Springer
• Publication Date: 2019
• Extent: 1 online resource (xiii, 453 pages), illustrations (some color)
• Subjects: 624.1/51; Geotechnical engineering -- Congresses; Geotechnical engineering; Geoengineering, Foundations, Hydraulics; Geotechnical Engineering & Applied Earth Sciences; Building Construction and Design; Electronic books; Conference papers and proceedings; Electronic books
• Languages: English
• ISBNs: 9789811358715; 9811358710; 9789811358722; 9811358729
• Related ISBNs: 9789811358708; 9811358702
• Notes: Note: Online resource; title from PDF title page (SpringerLink, viewed February 19, 2019).
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.