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Advances in Geotechnical and Transportation Engineering : Select Proceedings of FACE 2019 / / edited by Sireesh Saride, B. Umashankar, Deepti Avirneni
| Advances in Geotechnical and Transportation Engineering : Select Proceedings of FACE 2019 / / edited by Sireesh Saride, B. Umashankar, Deepti Avirneni |
| Edizione | [1st ed. 2020.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2020 |
| Descrizione fisica | 1 online resource (346 pages) |
| Disciplina | 624.151 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Engineering geology
Transportation engineering Traffic engineering Geotechnical engineering Geographic information systems Geoengineering Transportation Technology and Traffic Engineering Geotechnical Engineering and Applied Earth Sciences Geographical Information System |
| ISBN | 981-15-3662-7 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1: Bi Directional Static Pile Load Test by S-Cell Method -- Chapter 2: Strength Behavior of Rammed Earth Stabilized with Metakaolin -- Chapter 3: Geospatial based coastal risk assessment of Gujarat coastline -- Chapter 4: Development of Speed Prediction Models for Different Categories of Roads -- Chapter 5: Numerical Analysis of Liquefaction and Settlement in layered soils -- Chapter 6: Evaluation of Lateral Capacity of Pile Foundation Using Finite Element Method in Layered Soil -- Chapter 7: Impact study on desiltation of water tanks in rural areas using spatial technology: A case study work under MGNREGA -- Chapter 8: Evaluation of physical and environmental parameters of the Indian Sundarbans -- Chapter 9: Cinder Coal-Aggregate Quality Index (AQI) appraisal based on weighted arithmetic index method and Fuzzy Logic. |
| Record Nr. | UNINA-9910392748403321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground Improvement and Reinforced Soil Structures : Proceedings of Indian Geotechnical Conference 2020 Volume 2
| Ground Improvement and Reinforced Soil Structures : Proceedings of Indian Geotechnical Conference 2020 Volume 2 |
| Autore | Satyanarayana Reddy C. N. V |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore Pte. Limited, , 2021 |
| Descrizione fisica | 1 online resource (764 pages) |
| Altri autori (Persone) |
SarideSireesh
KrishnaA. Murali |
| Collana | Lecture Notes in Civil Engineering Ser. |
| Soggetto genere / forma | Electronic books. |
| ISBN | 981-16-1831-3 |
| 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. |
| Altri titoli varianti | Ground Improvement and Reinforced Soil Structures |
| Record Nr. | UNINA-9910497104403321 |
Satyanarayana Reddy C. N. V
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| Singapore : , : Springer Singapore Pte. Limited, , 2021 | ||
| 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 | ||
| ||
Sustainability Issues in Civil Engineering / / edited by G.L. Sivakumar Babu, Sireesh Saride, B. Munwar Basha
| Sustainability Issues in Civil Engineering / / edited by G.L. Sivakumar Babu, Sireesh Saride, B. Munwar Basha |
| Edizione | [1st ed. 2017.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore : , : Imprint : Springer, , 2017 |
| Descrizione fisica | 1 online resource (XV, 367 p. 211 illus., 120 illus. in color.) |
| Disciplina | 620 |
| Collana | Springer Transactions in Civil and Environmental Engineering |
| Soggetto topico |
Civil engineering
Sustainable development Energy efficiency Hydrology Civil Engineering Sustainable Development Energy Efficiency Hydrology/Water Resources |
| ISBN | 981-10-1930-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Part 1: Sustainable Transportation Systems -- Sustainable Usage of Construction and Demolition Materials in Roads and Footpaths -- A Few Dilemmas Pertaining Transportation Infrastructures and their Sustainability -- Bitumen Stabilized Materials for Sustainable Road Infrastructures -- Sustainable Transportation for Indian Cities: Role of Intelligent Transportation Systems -- Economic Sustainability Considerations in Asphalt Pavement Design -- Sustainable Design of Indian Rural Roads with Reclaimed Asphalt Materials -- Sustainability of Railway Tracks -- Use of System Approach To Identify, Evaluate and Implement Sustainable Policies and Practices in the Road Construction Industry -- Part 2: Sustainable Geosystems -- Resilient and Sustainable Geotechnical Solution: Lessons Learned from the 2011 Great East Japan Disaster -- Reinforced Piled Embankments for Sustainable Infrastructure Development -- Experimental Modeling of Unsaturated Intermediate Geomaterials for Sustainable Design of Geotechnical Infrastructure -- Underground Space for Sustainable Urban Development: Experiences from Urban Underground Metro Constructions in India -- Sand - Tire Chips Mixtures for Sustainable Geo-Engineering Applications -- Evaluation of Bioreactor Landfill As Sustainable Land Disposal Method -- |
| Record Nr. | UNINA-9910153655603321 |
| Singapore : , : Springer Singapore : , : Imprint : Springer, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Transportation, water and environmental geotechnics . Volume 4 : proceedings of Indian Geotechnical Conference 2020 / / C. N. V. Satyanarayana Reddy, Sireesh Saride, Sumanta Haldar, editors
| Transportation, water and environmental geotechnics . Volume 4 : proceedings of Indian Geotechnical Conference 2020 / / C. N. V. Satyanarayana Reddy, Sireesh Saride, Sumanta Haldar, editors |
| Edizione | [1st ed. 2021.] |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (X, 472 p. 253 illus., 178 illus. in color.) |
| Disciplina | 624.151 |
| Collana | Lecture notes in civil engineering |
| Soggetto topico | Geotechnical engineering |
| ISBN | 981-16-2260-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Strategies and Learnings in Execution of Filter Works with Manufacture-Sand in an Earth and Rock-Fill Dam -- Treatment of Akkulam Dredged Material with Lime -- Microbially Treated Lateritic Soil as a Landfill Liner Material -- Reuse of Dredge Material as a Liner in Landfills -- Economic Appraisal of Lime and Sugarcane Waste Utilization in Road Construction -- Study of Erodability of Cemented Sand -- Strain Rate Characterization of Soft Clay using T-bar -- Prediction of Increase in Offshore Pile Shaft Capacity Following Installation using the Coefficient of Horizontal Consolidation (Ch). |
| Record Nr. | UNINA-9910495229303321 |
| Singapore : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||