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Ground improvement / / edited by Klaus Kirsch and Alan Bell
| Ground improvement / / edited by Klaus Kirsch and Alan Bell |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2013 |
| Descrizione fisica | 1 online resource (507 p.) |
| Disciplina |
624.1/51363
624.151363 |
| Altri autori (Persone) |
KirschKlaus
BellA. L |
| Soggetto topico |
Grouting
Soil consolidation Soil stabilization |
| ISBN |
0-429-21321-2
1-62870-785-2 1-136-88138-7 0-203-83897-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Editors; Contributors; Chapter 1 - Introduction and background; Chapter 2 - Deep vibro techniques; Chapter 3 - Dynamic compaction; Chapter 4 - Prefabricated vertical drains; Chapter 5 - Permeation grouting; Chapter 6 - Jet grouting; Chapter 7 - Soilfracture grouting; Chapter 8 - Compaction grouting; Chapter 9 - In-situ soil mixing; Chapter 10 - Dry soil mixing; Back Cover |
| Record Nr. | UNINA-9910786070603321 |
| Boca Raton : , : CRC Press, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement / / edited by Klaus Kirsch and Alan Bell
| Ground improvement / / edited by Klaus Kirsch and Alan Bell |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2013 |
| Descrizione fisica | 1 online resource (507 p.) |
| Disciplina |
624.1/51363
624.151363 |
| Altri autori (Persone) |
KirschKlaus
BellA. L |
| Soggetto topico |
Grouting
Soil consolidation Soil stabilization |
| ISBN |
0-429-21321-2
1-62870-785-2 1-136-88138-7 0-203-83897-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Editors; Contributors; Chapter 1 - Introduction and background; Chapter 2 - Deep vibro techniques; Chapter 3 - Dynamic compaction; Chapter 4 - Prefabricated vertical drains; Chapter 5 - Permeation grouting; Chapter 6 - Jet grouting; Chapter 7 - Soilfracture grouting; Chapter 8 - Compaction grouting; Chapter 9 - In-situ soil mixing; Chapter 10 - Dry soil mixing; Back Cover |
| Record Nr. | UNINA-9910800032603321 |
| Boca Raton : , : CRC Press, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement / / edited by Klaus Kirsch and Alan Bell
| Ground improvement / / edited by Klaus Kirsch and Alan Bell |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2013 |
| Descrizione fisica | 1 online resource (507 p.) |
| Disciplina |
624.1/51363
624.151363 |
| Altri autori (Persone) |
KirschKlaus
BellA. L |
| Soggetto topico |
Grouting (Soil stabilization)
Soil consolidation Soil stabilization |
| ISBN |
0-429-21321-2
1-62870-785-2 1-136-88138-7 0-203-83897-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Preface; Editors; Contributors; Chapter 1 - Introduction and background; Chapter 2 - Deep vibro techniques; Chapter 3 - Dynamic compaction; Chapter 4 - Prefabricated vertical drains; Chapter 5 - Permeation grouting; Chapter 6 - Jet grouting; Chapter 7 - Soilfracture grouting; Chapter 8 - Compaction grouting; Chapter 9 - In-situ soil mixing; Chapter 10 - Dry soil mixing; Back Cover |
| Record Nr. | UNINA-9910828667703321 |
| Boca Raton : , : CRC Press, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement and geosynthetics [[electronic resource] ] : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China / / edited by Anand Puppala ... [et al.]
| Ground improvement and geosynthetics [[electronic resource] ] : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China / / edited by Anand Puppala ... [et al.] |
| Pubbl/distr/stampa | Reston, VA, : American Society of Civil Engineers, c2010 |
| Descrizione fisica | 1 online resource (391 p.) |
| Disciplina | 624.151363 |
| Altri autori (Persone) | PuppalaAnand J |
| Collana | Geotechnical special publication |
| Soggetto topico |
Soil stabilization
Geosynthetics Earthwork - Materials |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-62870-591-4
0-7844-7347-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Keynote Lecture Paper""; ""Durability of Cement Treated Clay with Air Foam Used in Water Front Structures""; ""Ground Improvement""; ""An Economical, Practical, and Environmental Friendly Surcharge Preloading Method to Improve Soft Ground of Municipal Road""; ""Estimation of Strength Gain Due to Consolidation""; ""Numerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load""; ""Development of Reinforced Soil Structure with Pile Foundation: Piled Geo-Wall""
""Limit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism""""Comparison of Performance between Cross Shaped and Conventional Deep Mixed Columns for Three-Layered Soft Ground Improvement under Embankment Load""; ""A New Method for Settlement Calculation of Long-Short Piles Combined Composite Foundation""; ""Experimental Study on Vertical Bearing Behavior of Composite Foundation with Tapered Rigid Pile""; ""Implementation of Optimized Soil Improvement Techniques for a Giga Project""; ""Experimental Study on Shear Strength Behavior of Shredded Tyre-Reinforced Sand"" ""Numerical Analysis of Lateral Behavior of Rigid Piles to Support Embankments""""Settlement Behavior of Highway Transition Sections on Soft Clay Foundation""; ""Consolidating Dredge Soil by Combining Vacuum and Dynamic Compaction Effort""; ""Chemical Modification Methods""; ""Optimization of Deep Mixed Shear Walls for Stabilization of a Pile-Supported Flood Wall on Level Ground""; ""Heavy Structures Supported by Soil-Cement Columns""; ""Mechanical Properties of Used Tire Granulates, Sand, and Cement Mixtures""; ""Fly Ash As a Dispersing Material in Cement Stabilization"" ""Strength Characteristics of a Local Red Soil Blended with Class F Fly Ash and Cement""""Mechanical Behavior of Compacted Geomaterial Changed from the Dredged Soil in Nagoya Port by Mixing with Some Stabilizers""; ""Effects of Organics on Stabilized Expansive Subgrade Soils""; ""Application of Gypsum Waste Plasterboard and Waste Plastic Trays to Enhance the Performance of Sandy Soil""; ""Effect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil""; ""Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays""; ""Other Modification Methods"" ""Analysis on Load Transfer for Single Pile Composite Foundation under Embankments Based on Elastic Theory""""A Review of the Settlement of Stone Columns in Compressible Soils""; ""Field Test and Numerical Analysis on Performance Upgrade of Existing Rockfall Protection Fence by Using High Energy Absorption Net""; ""Numerical Modelling for Ground Improvement of Batter Micropiles on Liquefiable Soils""; ""Slope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction"" ""Bridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions"" |
| Record Nr. | UNINA-9910456243403321 |
| Reston, VA, : American Society of Civil Engineers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement and reinforced soil structures . Volume 2 : proceedings of Indian Geotechnical Conference 2020 / / edited by C. N. V. Satyanarayana Reddy, Sireesh Saride, and A. Murali Krishna
| Ground improvement and reinforced soil structures . Volume 2 : proceedings of Indian Geotechnical Conference 2020 / / edited by C. N. V. Satyanarayana Reddy, Sireesh Saride, and A. Murali Krishna |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (764 pages) |
| Disciplina | 624.151363 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Reinforced soils
Soil stabilization |
| ISBN |
981-16-1831-3
981-16-1830-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Contents -- About the Editors -- Improvement of Soft Clays Using Stone Columns with and Without Encasement -- 1 Introduction -- 2 Literature Review -- 3 Materials Used -- 3.1 Clay -- 3.2 Gravel -- 3.3 Sand -- 3.4 Leno-Netted Bag -- 4 Test Program -- 4.1 Load Test on Unreinforced Clay Bed -- 4.2 Load Tests on Stone Column -- 4.3 Load Tests on Encased Stone Column -- 5 Analysis and Discussion -- 5.1 Modulus of Elasticity of Clay from UCS Test -- 5.2 Single-Stone Columns of Diameter 6 and 7 cm -- 5.3 Single-Stone Column of 7 cm Diameter Using a Loading Plate of Diameter 6 cm -- 6 Conclusions -- References -- Geotechnical Properties of Soft Improved Ground from In Situ Time-Settlement Plots -- 1 Introduction -- 1.1 Mud Flats, South of Iraq [1] -- 1.2 Embankment on Soft Clay Treated with Sand Drains [3] -- 2 Results and Discussion -- 3 Conclusion -- References -- Settlement of a Square Footing on Dry Sand Bed Reinforced with Stone Columns Under Seismic Conditions: Effect of Frequency -- 1 Introduction -- 2 Materials and Method -- 2.1 Experimental Setup -- 2.2 Instrumentation -- 2.3 Materials Used -- 2.4 Model Preparation and Testing Procedure -- 2.5 Law of Similitude -- 3 Results and Discussion -- 4 Conclusions -- References -- Experimental Study on Parametric Influences of Stone Column Reinforced Foundation Systems -- 1 Introduction -- 2 Material and Methodology -- 2.1 Preparation of Clay -- 2.2 Preparation of Clay Bed -- 2.3 Preparation of Stone Column -- 2.4 Test Procedure -- 3 Results and Discussion -- 4 Conclusions -- References -- Stabilization of Soft Clay Using Nylon Fiber and Fly Ash -- 1 Introduction -- 2 Materials -- 3 Experimental Work -- 4 Results and Discussion -- 4.1 Soil Treated with Fly Ash -- 4.2 Comparison of Test Results -- 5 Conclusions -- References.
Experimental Investigation of Expansive Soil Mixed with Shredded Rubber Tyre -- 1 Introduction -- 2 Literature Review -- 3 Materials Used -- 3.1 Black Cotton Soil -- 3.2 Crumb Rubber Tyre (CRT) -- 4 Experimental Study -- 5 Results and Discussion -- 5.1 Sieve Analysis -- 5.2 Specific Gravity -- 5.3 Atterberg's Limits -- 5.4 Standard Proctor Test -- 5.5 Unconfined Compressive Strength Test -- 5.6 California Bearing Ratio Test -- 6 Conclusions -- References -- A Laboratory Study on the Stabilized Expansive Soil with Partial Replacement of Fly Ash and Palm Oil Fuel Ash -- 1 Introduction -- 2 Experimental Program -- 2.1 Materials Used -- 2.2 Sample Preparation -- 2.3 Laboratory Experimentation -- 2.4 Methodology -- 3 Results and Discussion -- 3.1 Effect of Stabilization on Differential Free Swell Index -- 3.2 Effect of Stabilization on the Atterberg's Limits -- 3.3 Effect of Stabilization on Compaction Properties -- 3.4 Effect of Stabilization on CBR -- 3.5 Effect of Stabilization on Unconfined Compressive Strength -- 4 Conclusions -- References -- Enhancing the Engineering Properties of Black Cotton Soil by Using Magnesium Chloride -- 1 Introduction -- 2 Literature Review -- 3 Materials Used -- 3.1 Black Cotton Soil -- 3.2 Magnesium Chloride -- 4 Experimental Program -- 5 Results and Discussions -- 5.1 Grain Size Analysis -- 5.2 Atterberg's Limit -- 5.3 Standard Proctor Compaction Test -- 5.4 Unconfined Compression Test -- 5.5 California Bearing Ratio Test -- 5.6 Swelling Pressure Test -- 6 Conclusions -- References -- Decontamination of Soil by Electro Kinetic Treatment -- 1 Introduction -- 1.1 Development of Electro Kinetic Process -- 2 Electro Kinetics -- 2.1 Process and Mechanisms -- 2.2 Electroosmosis -- 2.3 Electro Migration -- 2.4 Electrophoresis -- 2.5 Factors Affecting Electro Kinetic Technology -- 3 Materials Used for the Test -- 3.1 Sand. 3.2 Leachate -- 4 Methodology -- 4.1 Electro Kinetic Treatment -- 4.2 Procedure -- 5 Results -- 5.1 Variation of Current and Voltage -- 6 Conclusions -- References -- Desiccation Cracking Behavior and Strength Characteristics of Areca Fiber-Reinforced Fine Grained Soils -- 1 Introduction -- 2 Materials and Methods -- 2.1 Soil and Bottom Ash -- 2.2 Areca Fiber -- 3 Experimental Program -- 3.1 Compaction Tests -- 3.2 Unconfined Compressive Strength -- 3.3 Image Analysis -- 4 Results and Discussions -- 4.1 Compaction Tests -- 4.2 Unconfined Compressive Strength Tests -- 4.3 Image Analysis -- 5 Conclusions -- References -- Numerical Analysis and Experimental Study on Reinforcement Using PVC Rod in the Vicinity of Pressure Bulb in Sand -- 1 Introduction -- 1.1 General -- 2 Experimental Program -- 2.1 Materials Used -- 2.2 Test Setup -- 2.3 Modeling and Analysis -- 3 Results and Discussion -- 3.1 Effect of Length and Diameter on Pressure-Settlement Response Using Plate Load Test -- 3.2 Effect of Length and Diameter on Pressure-Settlement Response Using Numerical Analysis -- 3.3 Validation -- 4 Conclusions -- Reference -- Strength and Deformation Characteristics of Subgrade Soil Stabilized with Plastic Covers -- 1 Introduction -- 2 Experimental Studies -- 2.1 Materials Used -- 2.2 Methodology -- 3 Results and Discussion -- 3.1 Effect of Thickness and Aspect Ratio of Plastic Strips on Strength Characteristics -- 3.2 Comparison of Results -- 4 Conclusions -- References -- Enhancement of Soil Stabilization by Electrokinetic Process -- 1 Introduction -- 2 Materials -- 3 Methodology -- 3.1 Electrokinetic Cell Setup -- 3.2 Procedure for Dewatering of Remolded Clay Through Electrokinetic Cell -- 4 Results and Discussion -- 4.1 Effect of Voltage -- 4.2 Effect of Initial Moisture Content (IMC) -- 5 Conclusions -- References. Effect of Modification on Coir Fiber in Durability and Shear Parameters in Flyash Soil Mixture -- 1 Introduction -- 2 Literature Review -- 3 Experimental Studies -- 3.1 Materials -- 3.2 Nano Modification of Coir Fiber -- 3.3 Testing Program -- 4 Results and Discussion -- 4.1 SEM Analysis -- 4.2 Water Absorption -- 4.3 Tensile Test and Elongation -- 4.4 Effect of Treated Fiber on Unconfined Compression Test -- 4.5 Effect of Treatment on Durability of Fiber and UCC Value -- 5 Conclusions -- References -- Dynamic Compaction of Sandy and Silty Soils Near Delhi for Liquefaction Mitigation -- 1 Introduction -- 2 Subsoil Profile -- 3 Liquefaction Susceptibility Analysis -- 3.1 Methodology and Design Parameters -- 3.2 Results -- 4 Ground Improvement -- 4.1 Design Concept -- 4.2 Site Execution -- 5 Field Testing and Improvement -- 6 Conclusions -- References -- Lateral Displacements of Soft Ground Under Embankment Loading -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Settlements -- 3.2 Lateral Displacements -- 3.3 Construction Control Chart -- 4 Conclusions -- References -- Influence of Eco-Sand Drains on the Performance of Consolidation Characteristics Founded on Soft Clay Deposits -- 1 Introduction -- 2 Materials -- 2.1 Soil Sample -- 2.2 Eco-Sand -- 3 Experimental Works -- 3.1 Experimental Setup -- 3.2 Installation of Drains -- 4 Results and Discussion -- 5 Conclusions -- References -- Effect of Fiber Reinforcement on the Strength of Geopolymerised Soil: An Experimental Investigation and Numerical Modeling -- 1 Introduction -- 2 Materials and Methods -- 2.1 Raw Materials -- 2.2 Alkali Activated Binder (AAB) -- 2.3 Sample Preparation -- 2.4 Geotechnical Characteristics -- 2.5 Numerical Modeling -- 3 Results and Discussion -- 3.1 Fourier Transform Infrared Spectroscopy (FTIR) -- 3.2 Stereomicroscope and SEM Images. 3.3 Unconfined Compression Strength (UCS) -- 3.4 Split Tensile Strength (STS) -- 3.5 Flexural Strength (Sf) -- 4 Conclusions -- References -- Strength Behavior of Polypropylene Fiber Reinforced GGBS Based Geopolymer Clay Blends -- 1 Introduction -- 2 Experimental Investigation -- 2.1 Materials -- 2.2 Sample Preparation -- 2.3 Methods -- 3 Results and Discussion -- 3.1 Effect of GGBS Based Geopolymers on Unconfined Compressive Strength -- 3.2 Effect of GGBS Based Geopolymers and Polypropylene Fibers on Split Tensile Strength -- 3.3 Micro-Analysis -- 4 Conclusions -- References -- Effect of Marble Dust on Strength Characteristics of Rice Husk Stabilized Soil -- 1 Introduction -- 2 Experimental Work and Methodology -- 2.1 Expansive Soil -- 2.2 Rice Husk Ash (RHA) -- 2.3 Marble Dust -- 2.4 Sample Preparation and Experimental Program -- 3 Results and Discussion -- 3.1 Geotechnical Properties of Soil-RHA Mix -- 3.2 Geotechnical Properties of Marble Dust Treated RHA -- 4 Conclusions -- References -- Swelling Characteristics of Fly Ash Based Geopolymer Expansive Clay Blends -- 1 Introduction -- 2 Experimental Investigation -- 2.1 Materials -- 2.2 Laboratory Tests -- 3 Results and Discussion -- 3.1 Swell-Shrink Behaviour -- 3.2 Micro-Structure Studies -- 4 Conclusions -- References -- A Critical Review on Stabilisation of Expansive Soils with Compensating Materials -- 1 Introduction -- 2 Different Types of Compensating Materials and Their Mechanism in Controlling the Volume Change of Expansive Soils -- 2.1 Gravel Material -- 2.2 Sand Material -- 2.3 Non-swelling Soil -- 2.4 Cohesive Non-swelling Soil (CNS) -- 2.5 Chemically Stabilised Soil (CSS) -- 3 Cyclic Swell-Shrink Behaviour of CNS/CSS Stabilised Expansive -- 3.1 Soil -- 4 Depth of Active Zone -- 4.1 Thickness of Soil Removal in the Active Zone. 5 Laboratory Constraints in Understanding the Behaviour of Expansive Soil Stabilised with Compensating Material. |
| Record Nr. | UNINA-9910743264203321 |
| Singapore : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement by deep vibratory methods / / Klaus Kirsch, Fabian Kirsch
| Ground improvement by deep vibratory methods / / Klaus Kirsch, Fabian Kirsch |
| Autore | Kirsch Klaus |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , [2017] |
| Descrizione fisica | 1 online resource (253 pages) : illustrations |
| Disciplina | 624.151363 |
| Soggetto topico |
Soil stabilization
Vibratory compacting Foundations |
| ISBN |
1-4822-5757-2
1-315-37234-7 1-315-35509-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. An overview of deep soil improvement by vibratory methods -- 2. A history of vibratory deep compaction -- 3. Vibro compaction of granular soils -- 4. Improvement of fine-grained and cohesive soils by vibro replacement stone columns -- 5. Method variations and related processes -- 6. Environmental considerations -- 7. Contractual matters. |
| Record Nr. | UNINA-9910547696803321 |
Kirsch Klaus
|
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| Boca Raton : , : CRC Press, , [2017] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement techniques . Volume 3 Proceedings of the Indian geotechnical conference 2021 / / editors : Kasinathan Muthukkumaran [and three others]
| Ground improvement techniques . Volume 3 Proceedings of the Indian geotechnical conference 2021 / / editors : Kasinathan Muthukkumaran [and three others] |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (389 pages) |
| Disciplina | 624.151 |
| Collana | Lecture notes in civil engineering |
| Soggetto topico |
Geotechnical engineering
Soil stabilization |
| ISBN | 981-19-6727-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- About the Editors -- 1 Enhancement of Soil Properties by Using Red Mud and Lime -- Introduction -- Materials and Research Methodology -- Soil -- Red Mud -- Lime -- Sample Preparation -- Results and Discussion -- Compaction Characteristics -- Uniaxial Compression Test -- California Bearing Ratio (CBR) -- Shear Strength Parameters -- Analysis of EDS -- Conclusion -- References -- 2 Ground Improvement for Open Foundation on Soft Clays Using Stone Columns and PVD Drains for Retaining Walls and Approaches of a Cable Stayed ROB -- Introduction -- Sub-Soil Characteristics -- Recommendations Within Soil Investigation Report -- Safe Bearing Capacity of Ground -- Expected Loading and Expected Pressure on the Ground -- Ground Improvement Techniques -- Design of Ground Improvement Using Stone Columns for Retaining Walls -- Design of Ground Improvement Using PVDS -- Conclusion -- References -- 3 State of the Art on the Extent of Smear Zone and Variation of Permeability During the Installation of Drain in Clayey Soil -- Introduction -- Smear Effect -- Theoretical Studies on the Extent of Smear Zone and Permeability Ratio -- Experimental Studies on the Extent of Smear Zone and Permeability Ratio -- Analytical and Numerical Studies on the Extent of Smear Zone and Permeability Ratio -- Field Studies on the Extent of Smear Zone and Permeability Ratio -- Conclusion -- References -- 4 State-Of-The-Art Review on Improvement of Strength Characteristics of Soil Using Nano Silica -- Introduction -- Plasticity Characteristics of Composite Materials -- Compaction Characteristics of Composite Materials -- Strength Characteristics of Composite Materials -- Hydraulic Conductivity of Composite Materials -- Interaction Mechanism of Nano Silica in Soil -- Conclusions -- References.
5 Influence of Aquaculture Sludge on Volume Change Behavior of Expansive Clays -- Introduction -- Materials and Experimental Procedure -- Results and Discussion -- Effect of Aquaculture Waste Sludge on Swell-Shrink Behavior of Clays -- Effect of Aquaculture Waste Sludge on Clay Structure -- Conclusions -- References -- 6 Densification of Fly Ash Deposits Equipped with Rammed Stone Column-A Case Study -- Introduction -- Geotechnical Conditions -- Foundation Consideration Based upon Field Test Results -- Field Load Test on 900-mm Stone Column for Open Foundation -- Field Load Test on 600-mm-dia. Stone Column for Pile Foundation -- Conclusion -- 7 Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays-A Case Study -- Introduction -- Project Details -- Soil Investigation -- Ground Improvement Features -- Selection of Technique -- Component of Ground Improvement -- Design Parameters -- Analysis Steps -- Consolidation Time Calculation -- Surcharge Height Calculation -- Increase in Cohesion Value -- Combined Degree of Consolidation -- Settlement Computations -- Execution of PVD and Surcharge -- Results and Observations -- Conclusions -- References -- 8 Performance Evaluation of Earthen Embankment Underlain by Marine Clay Deposit with Ground Improvement Techniques-A Case Study of Mangaluru Region, Karnataka -- Introduction -- Background -- Brief History -- Statement of Problem -- Scope of Study -- Objectives -- Literature Review -- Methodology -- Basal Reinforcement Layer -- Sand Columns -- Stone Columns -- Conclusion -- References -- 9 An Experimental Study on Development of the Bearing Capacity of Soft Clay Soil Using Stone Column with Bamboo Sheet Plate -- Introduction -- Materials Used -- Study Materials -- Experimental Investigation -- Preparation of Clayey Soil Bed and Construction of Stone Columns -- Experimental Modeling. Test Results and Discussions -- Load Test Results -- Interpretation of Test Results -- Conclusion -- References -- 10 Evaluation of Heave Behavior by Numerical Modeling of Granular Pile Anchor in Expansive Soil -- Introduction -- Mechanism Involved -- Numerical Modeling -- Boundary Conditions -- Heave Calculations -- Results and Discussions -- Numerical Analysis of Granular Pile Anchor (GPA) -- Comparison of PLAXIS Model of Plain GPA with Literature [13] -- Effect of Roughness Coefficient on Geogrid-Encased GPA -- Conclusions -- References -- 11 A Study of Load Distribution Between Soil and Stone Columns -- Introduction -- Methodology -- Parametric Study -- Effect of Area Ratio (Ar) -- Effect of Relative Stiffness (Egp/Es) -- Stress Intensity (qtotal) -- Conclusions -- References -- 12 An Experimental Study to Determine the Best Aggregate Mix for Stone Columns -- Introduction -- Material Used -- Clay -- Sand -- Stone Aggregate -- Test Setup -- Preparation of Clay Bed -- Construction of Stone Column -- Test Procedure -- Method to Obtain Deformed Shape of Stone Column -- Finite Element Analysis -- Modeling and Analysis of Stone Column -- Results and Discussion -- Conclusions -- References -- 13 Static and Dynamic Study on the Performance of Modified Stone Column in Ahmedabad Soil -- Introduction -- Material and Methodology -- Site Selection -- Material Properties and Constitutive Model -- Geometry and Boundary Condition -- Result and Discussion -- Effect of Modified Stone Columns -- Effect of Pseudo-static Load -- Horizontal Displacement -- Post-earthquake Behavior -- Conclusion -- References -- 14 Subgrade Strength Prediction Modeling On Fiber-Reinforced Expansive Soil Treated With Alkali Activated Binder -- Introduction -- Material and Method -- Soil -- Jute Fiber (JF) -- Alkaline Active Binder (AAB) -- Sample Preparation -- Results and Discussion. Fourier Transform Infrared Spectroscopy (FTIR) -- X-Ray Photoelectron Spectroscopy (XPS) -- Modulus of Rupture (Flexural Strength: Sf) -- California Bearing Ratio (CBR) -- Tensile Strength (Indirect) (ITS) -- Regression Analysis -- Case Study -- Conclusions -- References -- 15 Behavior of Jute Fiber-Reinforced Sand Using Direct Shear Test for Ground Engineering Application -- Introduction -- Materials, Methodology, and Investigating Parameters -- Sand -- Jute Fiber -- Jute Fiber-Sand Mixture -- Testing Methodology -- Investigating Parameters -- Results and Discussion -- Effect of Normal Stress on Dry Sand -- Effect of Relative Density on Dry Sand -- Effect of Water Content on Shearing Response of Sand -- Effect of Fiber with Water Content on the Behavior of Jute-Sand Mixes -- Conclusions -- References -- 16 Numerical Studies on Effects of Embankment Layer Construction Period on Consolidation Settlements of Underlain Soft Soil -- Introduction -- Modified Cam-Clay Model -- Details of the Soil Profile and the Embankment -- Numerical Modeling -- Properties, Mesh, and Boundary Condition -- Analysis Step -- Results and Discussion -- Effects on Settlement of Underlain Soft Soil -- Effects on Settlement of Embankment -- Effects on Pore Pressure Dissipation -- Effects on Lateral Movement of Embankment Fills -- Conclusions -- References -- 17 Improvement of Soft Ground by Employing Granular Piles Below Raft -- Introduction -- Numerical Modeling -- Finite Element Model -- Study of Model Configuration -- Material Characteristics and Property -- Mesh Pattern and Boundary Condition -- Results and Discussion -- Effect of Load-Settlement Behavior with Number of Piles -- Effect of Load-Settlement Behavior with Variation of Thickness of Cushion Layer -- Effect of Thickness of Raft -- Conclusion -- References. 18 Multivariate Regression Model to Predict Geotechnical Properties of Fly Ash-Stabilized Clayey Soil -- Introduction -- Materials and Methodology -- Materials Used -- Methodology Adopted -- Results and Discussions -- Modified Proctor Test -- California Bearing Ratio Test -- Direct Shear Test -- Regression Analysis -- Conclusion -- Modified Proctor Test -- CBR Test -- Direct Shear Test -- Regression Analysis -- References -- 19 A Study on the Strength Aspects of Alkali-Activated Red Mud-Crusher Dust-Blended Geopolymer -- Introduction -- Materials Used and Methodology -- Results and Discussion -- Basic Geotechnical Properties -- Grain Size Analysis and Specific Gravity -- Compaction Characteristics -- Microstructure Analysis -- Unified Compressive Strength -- Conclusions -- References -- 20 A State-of-the-Art Review on Electro-osmotic Treatment for Stabilization of Soft Soils -- Introduction -- Fundamental Principle -- Factors Affecting the Efficiency -- Observations on Modification of Soil Properties -- Moisture Content -- Undrained Shear Strength -- Consolidation and Dewatering Characteristics -- Practical Applicability -- Conclusion -- References -- 21 Study on Time-Viscosity Characteristics of Microfine Slag Grout with Hydrated Lime Activator -- Introduction -- Methodology -- Materials -- Time Viscosity Properties of Grout -- Fluidity Test -- Viscosity Test -- Results and Discussions -- References -- 22 Influence of Intensity and Position of Surcharge on the Performance of Soil Nail System -- Introduction -- Methodology -- Conventional Design Procedure -- Numerical Simulations -- Results and Discussion -- Horizontal Displacement at Wall Face -- Vertical Settlement of Footing -- Axial Force in Nails -- Factors of Safety -- Concluding Remarks -- References. 23 Effect of Biopolymer Inclusion and Curing Conditions on the Failure Strain and Elastic Modulus of Cohesive Soil. |
| Record Nr. | UNINA-9910634036703321 |
| Singapore : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Grouting 2017 Selected papers from sessions of Grouting 2017, July 9-12, 2017, Honolulu, Hawaii : jet grouting, diaphragm walls, and deep mixing / / sponsored by International Conference Organization for Grouting (ICOG), Geo-Institute of the American Society of Civil Engineers ; edited by Paolo Gazzarrini [and five others]
| Grouting 2017 Selected papers from sessions of Grouting 2017, July 9-12, 2017, Honolulu, Hawaii : jet grouting, diaphragm walls, and deep mixing / / sponsored by International Conference Organization for Grouting (ICOG), Geo-Institute of the American Society of Civil Engineers ; edited by Paolo Gazzarrini [and five others] |
| Pubbl/distr/stampa | Reston, Virginia : , : ASCE : , : G-I, , 2017 |
| Descrizione fisica | 1 online resource (596 pages) : illustrations |
| Disciplina | 624.151363 |
| Collana | Geotechnical Special Publications |
| Soggetto topico |
Soil stabilization
Mixing Diaphragm walls |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-8080-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910466600503321 |
| Reston, Virginia : , : ASCE : , : G-I, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Landforming : an environmental approach to hillside development, mine reclamation and watershed restoration / / Horst J. Schor, Donald H. Gray [[electronic resource]]
| Landforming : an environmental approach to hillside development, mine reclamation and watershed restoration / / Horst J. Schor, Donald H. Gray [[electronic resource]] |
| Autore | Schor Horst J. <1938-> |
| Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, c2007 |
| Descrizione fisica | 1 online resource (xiv, 354 p. ) : ill. ; |
| Disciplina | 624.1/52 |
| Altri autori (Persone) | GrayDonald H |
| Soggetto topico |
Soil stabilization
Grading (Earthwork) Soil conservation Soil-binding plants Landscape construction Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
| Soggetto genere / forma | Electronic books |
| ISBN |
1-61344-023-5
0-470-25990-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction to landform grading and revegetation -- Surficial erosion and mass wasting of slopes -- Influence of vegetation on hillside stability -- Influence of topography on slope stability and hydrology -- Geomorphic evolution of slopes -- Hillside grading fundamentals -- Principles of landform grading -- Essential design elements for slope forms and landforms -- Implementation of the landform grading plan -- Public and regulatory response to landform grading -- Landforming projects--watershed restoration and mining reclamation -- Landforming projects--hillside development and mass-grading applications. |
| Record Nr. | UNINA-9910144529703321 |
|
Schor Horst J. <1938->
|
||
| Hoboken, N.J., : John Wiley & Sons, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Landforming : an environmental approach to hillside development, mine reclamation and watershed restoration / / Horst J. Schor, Donald H. Gray [[electronic resource]]
| Landforming : an environmental approach to hillside development, mine reclamation and watershed restoration / / Horst J. Schor, Donald H. Gray [[electronic resource]] |
| Autore | Schor Horst J. <1938-> |
| Pubbl/distr/stampa | Hoboken, N.J., : John Wiley & Sons, c2007 |
| Descrizione fisica | 1 online resource (xiv, 354 p. ) : ill. ; |
| Disciplina | 624.1/52 |
| Altri autori (Persone) | GrayDonald H |
| Soggetto topico |
Soil stabilization
Grading (Earthwork) Soil conservation Soil-binding plants Landscape construction Civil Engineering Civil & Environmental Engineering Engineering & Applied Sciences |
| ISBN |
1-61344-023-5
0-470-25990-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction to landform grading and revegetation -- Surficial erosion and mass wasting of slopes -- Influence of vegetation on hillside stability -- Influence of topography on slope stability and hydrology -- Geomorphic evolution of slopes -- Hillside grading fundamentals -- Principles of landform grading -- Essential design elements for slope forms and landforms -- Implementation of the landform grading plan -- Public and regulatory response to landform grading -- Landforming projects--watershed restoration and mining reclamation -- Landforming projects--hillside development and mass-grading applications. |
| Record Nr. | UNINA-9910830316003321 |
|
Schor Horst J. <1938->
|
||
| Hoboken, N.J., : John Wiley & Sons, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
