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Geotechnical slope analysis / / Robin Chowdhury ; other contributors, Phil Flentje, Gautam Bhattacharya
| Geotechnical slope analysis / / Robin Chowdhury ; other contributors, Phil Flentje, Gautam Bhattacharya |
| Autore | Chowdhury Robin |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , 2010 |
| Descrizione fisica | 1 online resource (774 p.) |
| Disciplina |
624.1/51363
624.151363 |
| Altri autori (Persone) |
FlentjePhil
BhattacharyaGautam |
| Soggetto topico | Slopes (Soil mechanics) |
| ISBN |
1-135-19207-3
1-135-19210-3 1-282-50388-X 9786612503887 0-203-86420-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Aims and overview : slopes, geology, and materials -- Basic geotechnical concepts -- Performance indicators and basic probability concepts -- Limit equilibrium methods I : planar failure surfaces -- Limit equilibrium methods II : slip surfaces and beyond critical equilibrium -- Stress-deformation analyses and their role in slope analysis -- Natural slope analysis considering initial stresses -- Plasticity and shear band analyses : a brief review -- Earthquake effects and seismic slope analysis -- Probabilistic approaches and reliability analyses -- Case study of urban slope stability -- Summing up. |
| Record Nr. | UNINA-9910821386403321 |
Chowdhury Robin
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| Boca Raton : , : CRC Press, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 |
| Soggetto genere / forma | Electronic books. |
| 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-9910462841303321 |
| Boca Raton : , : CRC Press, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 | ||
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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-9910800032603321 |
| Boca Raton : , : CRC Press, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 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 | ||
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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 | ||
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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 | ||
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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 |
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Kirsch Klaus
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| Boca Raton : , : CRC Press, , [2017] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 | ||
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Grouting soil improvement geosystems including reinforcement / Finnish Geotechnical Society ; editor Hans Rathmayer
| Grouting soil improvement geosystems including reinforcement / Finnish Geotechnical Society ; editor Hans Rathmayer |
| Autore | Finnish Geotechnical Society |
| Pubbl/distr/stampa | Helsinki, : Building Information Ltd, 2000 |
| Descrizione fisica | 570 p. ; 25 cm |
| Disciplina | 624.151363 |
| Soggetto topico | Geotecnica - Stabilizzazione |
| ISBN | 9516826016 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAS-RML0241900 |
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Finnish Geotechnical Society
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| Helsinki, : Building Information Ltd, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Cassino | ||
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