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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-9910840791703321 |
Schor Horst J. <1938->
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| Hoboken, N.J., : John Wiley & Sons, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Performance test for geosynthetic reinforced soil including effects of preloading / / Kanop Ketchart and Johathan T.H. Wu
| Performance test for geosynthetic reinforced soil including effects of preloading / / Kanop Ketchart and Johathan T.H. Wu |
| Autore | Ketchart Kanop |
| Pubbl/distr/stampa | McLean, VA : , : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, , June 2001 |
| Descrizione fisica | 1 online resource (283 unnumbered pages) : illustrations |
| Soggetto topico |
Soil stabilization
Soil-structure interaction Reinforced soils Geosynthetics |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910709658403321 |
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Ketchart Kanop
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| McLean, VA : , : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, , June 2001 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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The pneumatic flow mixing method / / Masaki Kitazume, Tokyo Institute of Technology, Tokyo, Japan
| The pneumatic flow mixing method / / Masaki Kitazume, Tokyo Institute of Technology, Tokyo, Japan |
| Autore | Kitazume Masaki |
| Pubbl/distr/stampa | Boca Raton : , : CRC Press, , [2017] |
| Descrizione fisica | 1 online resource (250 pages) : illustrations, graphs, tables |
| Disciplina | 624.1/51363 |
| Collana | Balkema Book |
| Soggetto topico |
Soil stabilization
Soil cement Mixing machinery Air-pumps |
| ISBN |
1-315-34929-9
1-315-37501-X 1-4987-8549-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. An overview of admixture stabilization : evolution of pneumatic flow mixing and the scope of the book -- 2. Factors affecting strength increase -- 3. Engineering properties of stabilized soils -- 4. Applications of the pneumatic flow mixing method -- 5. Equipment, construction, and quality control and assurance -- 6. Geotechnical design of stabilized soil ground. |
| Record Nr. | UNINA-9910149365703321 |
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Kitazume Masaki
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| Boca Raton : , : CRC Press, , [2017] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Principles and practice of ground improvement / / Jie Han
| Principles and practice of ground improvement / / Jie Han |
| Autore | Han Jie <1964-> |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
| Descrizione fisica | 1 online resource (435 p.) |
| Disciplina | 624.1/51 |
| Soggetto topico |
Soil stabilization
Foundations |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-118-42130-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Introduction; 1.2 Problematic Geomaterials and Conditions; 1.2.1 Problematic Geomaterials; 1.2.2 Problematic Conditions; 1.3 Geotechnical Problems and Failures; 1.4 Ground Improvement Methods and Classification; 1.4.1 Historical Developments; 1.4.2 Classification; 1.4.3 General Description, Function, and Application; 1.5 Selection of Ground Improvement Method; 1.5.1 Necessity of Ground Improvement; 1.5.2 Factors for Selecting Ground Improvement Method; Structural Conditions; Geotechnical Conditions
Environmental ConstraintsConstruction Conditions; Reliability and Durability; 1.5.3 Selection Procedure; 1.6 Design Considerations; 1.7 Construction; 1.8 Quality Control and Assurance; 1.9 Recent Advances and Trends for Future Developments; 1.9.1 Recent Advances; 1.9.2 Trends for Future Developments; 1.10 Organization of Book; Problems; References; Chapter 2 Geotechnical Materials, Testing, and Design; 2.1 Introduction; 2.2 Geomaterials and Properties; 2.2.1 Classifications; 2.2.2 Physical Properties; 2.2.3 Mechanical Properties; 2.2.4 Hydraulic Properties; 2.2.5 Compaction of Geomaterial 2.3 Geosynthetics and Properties2.3.1 Type of Geosynthetic; 2.3.2 Function; 2.3.3 Properties and Test Methods; Physical Properties; Hydraulic Properties; Mechanical Properties; Geosynthetic-Soil/Block Interaction Properties; Allowable Properties; 2.4 In situ Testing; 2.4.1 Standard Penetration Test; Introduction; Measured Parameter; Correlation; 2.4.2 Cone Penetration Test; Introduction; Measured Parameters; Soil Classification and Correlation; 2.4.3 Vane Shear Test; Introduction; Measured Value; 2.4.4 Pressuremeter Test; Introduction; Measured Parameters; 2.4.5 Plate Load Test; Introduction Measured Parameters2.5 Shallow Foundation Design; 2.5.1 Bearing Capacity; 2.5.2 Settlement; Elastic Solution; Consolidation Test-based Method; Empirical Method; Secondary Compression; 2.5.3 Consolidation; 2.6 Slope Stability Analysis; 2.6.1 Introduction; 2.6.2 Methods for Slope Stability Analysis; Stability Conditions for Analysis; Factor of Safety; Infinite Slope Analysis; Ordinary Method of Slices; Simplified Bishop's Method; Spencer's Method; Minimum Factor of Safety and Safety Map; Numerical Methods; 2.7 Earth Retaining Wall Analysis; 2.7.1 Type of Wall 2.7.2 Lateral Earth Pressure Coefficient2.7.3 Rankine's Theory; 2.7.4 Coulomb's Theory; 2.8 Liquefaction Analysis; 2.8.1 Liquefaction Potential; 2.8.2 Earthquake-Induced Settlement; Problems; References; Chapter 3 Shallow and Deep Compaction; 3.1 Introduction; 3.2 Densification Principles; 3.3 Conventional Compaction; 3.3.1 Introduction; Basic Concept; Suitability; Applications; Advantages and Limitations; 3.3.2 Principles; Compaction Curve; Relative Compaction; One-Point Method; Influence Factors; Influence Depth; 3.3.3 Design Considerations; Performance Requirements Selection of Compaction Equipment |
| Record Nr. | UNINA-9910463762403321 |
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Han Jie <1964->
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| Hoboken, New Jersey : , : Wiley, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Principles and practice of ground improvement / / Jie Han
| Principles and practice of ground improvement / / Jie Han |
| Autore | Han Jie <1964-> |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
| Descrizione fisica | 1 online resource (435 p.) |
| Disciplina | 624.1/51 |
| Collana | New York Academy of Sciences |
| Soggetto topico |
Soil stabilization
Foundations |
| ISBN | 1-118-42130-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Introduction; 1.2 Problematic Geomaterials and Conditions; 1.2.1 Problematic Geomaterials; 1.2.2 Problematic Conditions; 1.3 Geotechnical Problems and Failures; 1.4 Ground Improvement Methods and Classification; 1.4.1 Historical Developments; 1.4.2 Classification; 1.4.3 General Description, Function, and Application; 1.5 Selection of Ground Improvement Method; 1.5.1 Necessity of Ground Improvement; 1.5.2 Factors for Selecting Ground Improvement Method; Structural Conditions; Geotechnical Conditions
Environmental ConstraintsConstruction Conditions; Reliability and Durability; 1.5.3 Selection Procedure; 1.6 Design Considerations; 1.7 Construction; 1.8 Quality Control and Assurance; 1.9 Recent Advances and Trends for Future Developments; 1.9.1 Recent Advances; 1.9.2 Trends for Future Developments; 1.10 Organization of Book; Problems; References; Chapter 2 Geotechnical Materials, Testing, and Design; 2.1 Introduction; 2.2 Geomaterials and Properties; 2.2.1 Classifications; 2.2.2 Physical Properties; 2.2.3 Mechanical Properties; 2.2.4 Hydraulic Properties; 2.2.5 Compaction of Geomaterial 2.3 Geosynthetics and Properties2.3.1 Type of Geosynthetic; 2.3.2 Function; 2.3.3 Properties and Test Methods; Physical Properties; Hydraulic Properties; Mechanical Properties; Geosynthetic-Soil/Block Interaction Properties; Allowable Properties; 2.4 In situ Testing; 2.4.1 Standard Penetration Test; Introduction; Measured Parameter; Correlation; 2.4.2 Cone Penetration Test; Introduction; Measured Parameters; Soil Classification and Correlation; 2.4.3 Vane Shear Test; Introduction; Measured Value; 2.4.4 Pressuremeter Test; Introduction; Measured Parameters; 2.4.5 Plate Load Test; Introduction Measured Parameters2.5 Shallow Foundation Design; 2.5.1 Bearing Capacity; 2.5.2 Settlement; Elastic Solution; Consolidation Test-based Method; Empirical Method; Secondary Compression; 2.5.3 Consolidation; 2.6 Slope Stability Analysis; 2.6.1 Introduction; 2.6.2 Methods for Slope Stability Analysis; Stability Conditions for Analysis; Factor of Safety; Infinite Slope Analysis; Ordinary Method of Slices; Simplified Bishop's Method; Spencer's Method; Minimum Factor of Safety and Safety Map; Numerical Methods; 2.7 Earth Retaining Wall Analysis; 2.7.1 Type of Wall 2.7.2 Lateral Earth Pressure Coefficient2.7.3 Rankine's Theory; 2.7.4 Coulomb's Theory; 2.8 Liquefaction Analysis; 2.8.1 Liquefaction Potential; 2.8.2 Earthquake-Induced Settlement; Problems; References; Chapter 3 Shallow and Deep Compaction; 3.1 Introduction; 3.2 Densification Principles; 3.3 Conventional Compaction; 3.3.1 Introduction; Basic Concept; Suitability; Applications; Advantages and Limitations; 3.3.2 Principles; Compaction Curve; Relative Compaction; One-Point Method; Influence Factors; Influence Depth; 3.3.3 Design Considerations; Performance Requirements Selection of Compaction Equipment |
| Record Nr. | UNINA-9910788273603321 |
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Han Jie <1964->
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| Hoboken, New Jersey : , : Wiley, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Principles and practice of ground improvement / / Jie Han
| Principles and practice of ground improvement / / Jie Han |
| Autore | Han Jie <1964-> |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
| Descrizione fisica | 1 online resource (435 p.) |
| Disciplina | 624.1/51 |
| Collana | New York Academy of Sciences |
| Soggetto topico |
Soil stabilization
Foundations |
| ISBN | 1-118-42130-2 |
| Classificazione | TEC009020 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Introduction; 1.2 Problematic Geomaterials and Conditions; 1.2.1 Problematic Geomaterials; 1.2.2 Problematic Conditions; 1.3 Geotechnical Problems and Failures; 1.4 Ground Improvement Methods and Classification; 1.4.1 Historical Developments; 1.4.2 Classification; 1.4.3 General Description, Function, and Application; 1.5 Selection of Ground Improvement Method; 1.5.1 Necessity of Ground Improvement; 1.5.2 Factors for Selecting Ground Improvement Method; Structural Conditions; Geotechnical Conditions
Environmental ConstraintsConstruction Conditions; Reliability and Durability; 1.5.3 Selection Procedure; 1.6 Design Considerations; 1.7 Construction; 1.8 Quality Control and Assurance; 1.9 Recent Advances and Trends for Future Developments; 1.9.1 Recent Advances; 1.9.2 Trends for Future Developments; 1.10 Organization of Book; Problems; References; Chapter 2 Geotechnical Materials, Testing, and Design; 2.1 Introduction; 2.2 Geomaterials and Properties; 2.2.1 Classifications; 2.2.2 Physical Properties; 2.2.3 Mechanical Properties; 2.2.4 Hydraulic Properties; 2.2.5 Compaction of Geomaterial 2.3 Geosynthetics and Properties2.3.1 Type of Geosynthetic; 2.3.2 Function; 2.3.3 Properties and Test Methods; Physical Properties; Hydraulic Properties; Mechanical Properties; Geosynthetic-Soil/Block Interaction Properties; Allowable Properties; 2.4 In situ Testing; 2.4.1 Standard Penetration Test; Introduction; Measured Parameter; Correlation; 2.4.2 Cone Penetration Test; Introduction; Measured Parameters; Soil Classification and Correlation; 2.4.3 Vane Shear Test; Introduction; Measured Value; 2.4.4 Pressuremeter Test; Introduction; Measured Parameters; 2.4.5 Plate Load Test; Introduction Measured Parameters2.5 Shallow Foundation Design; 2.5.1 Bearing Capacity; 2.5.2 Settlement; Elastic Solution; Consolidation Test-based Method; Empirical Method; Secondary Compression; 2.5.3 Consolidation; 2.6 Slope Stability Analysis; 2.6.1 Introduction; 2.6.2 Methods for Slope Stability Analysis; Stability Conditions for Analysis; Factor of Safety; Infinite Slope Analysis; Ordinary Method of Slices; Simplified Bishop's Method; Spencer's Method; Minimum Factor of Safety and Safety Map; Numerical Methods; 2.7 Earth Retaining Wall Analysis; 2.7.1 Type of Wall 2.7.2 Lateral Earth Pressure Coefficient2.7.3 Rankine's Theory; 2.7.4 Coulomb's Theory; 2.8 Liquefaction Analysis; 2.8.1 Liquefaction Potential; 2.8.2 Earthquake-Induced Settlement; Problems; References; Chapter 3 Shallow and Deep Compaction; 3.1 Introduction; 3.2 Densification Principles; 3.3 Conventional Compaction; 3.3.1 Introduction; Basic Concept; Suitability; Applications; Advantages and Limitations; 3.3.2 Principles; Compaction Curve; Relative Compaction; One-Point Method; Influence Factors; Influence Depth; 3.3.3 Design Considerations; Performance Requirements Selection of Compaction Equipment |
| Record Nr. | UNINA-9910826723303321 |
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Han Jie <1964->
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| Hoboken, New Jersey : , : Wiley, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Proceedings of the Institution of Civil Engineers Ground improvement
| Proceedings of the Institution of Civil Engineers Ground improvement |
| Pubbl/distr/stampa | [London], : Thomas Telford, [2008]- |
| Soggetto topico |
Engineering geology
Soil mechanics Soil stabilization |
| Soggetto genere / forma | Periodicals. |
| ISSN | 1755-0769 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti |
Ground improvement
Proceedings of the ICE, Ground improvement |
| Record Nr. | UNISA-996258847103316 |
| [London], : Thomas Telford, [2008]- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Recent advancement in soil behavior, in situ test methods, pile foundations, and tunneling [[electronic resource] ] : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China / / hosted by Changsha University of Science and Technology, China ; co-sponsored by ASCE Geo-Institute, USA ... [et al.] ; edited by Liaqat Ali ... [et al.]
| Recent advancement in soil behavior, in situ test methods, pile foundations, and tunneling [[electronic resource] ] : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China / / hosted by Changsha University of Science and Technology, China ; co-sponsored by ASCE Geo-Institute, USA ... [et al.] ; edited by Liaqat Ali ... [et al.] |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, c2009 |
| Descrizione fisica | 1 online resource (303 p.) |
| Disciplina | 625.7/3 |
| Altri autori (Persone) | AliLiaqat |
| Collana | Geotechnical special publication |
| Soggetto topico |
Roads - Foundations
Soil stabilization Soils - Testing Piling (Civil engineering) Tunneling |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7291-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Soil Behavior and Laboratory Testing""; ""Swelling Behavior of Compacted Expansive Soils""; ""Research on Applying Glass Fiber Cement Soil to Strengthen Soft Soil Subgrade""; ""Study on the Strength Mechanism of Coarse-Grained Soil Influenced by Clay Content Based on Laboratory Test""; ""SEM Microstructure and Chemical Foamed-Soil Modification Tests for Swelling Red Strata in Subway Shield Tunneling Engineering""; ""Experimental Study on K[sub(0)] Consolidation Behavior of Recompacted Unsaturated Expansive Soil""
""Discrete Element Modeling of Aggregate Behavior in Fouled Railroad Ballast""""Numerical Analysis of Critical Bearing Capacity of Subsoil with K[sub(0)] Unequal to 1""; ""Study on the Determination of Residual Shear Strength for Expansive Soil""; ""Modeling Stress-Strain Behavior of Sand-EPS Beads Lightweight Fills Based on Cam-Clay Models""; ""In Situ Test Methods for Site Characterization, Design, and Quality Control of Earth Structures and Subgrades""; ""Investigation of Ground Improvement Effects: Two Case Studies"" ""In Situ Determination of Layer Thickness and Elastic Moduli of Asphalt Pavement Systems by Spectral Analysis of Surface Waves (SASW) Method""""Logging for Diametric Variation of Stone Columns Using Crosshole Seismic Tests""; ""Estimating Field Properties of Soft Soil Using Penetration-Type S-Wave Probe""; ""An Automatic Portable Near Surface Soil Characterization System""; ""Study on the Ultimate Pullout Capacity and Shape Modification Factors of Horizontal Plate Anchors Based on Nonlinear Mohr-Coulomb Failure Criterion"" ""Evaluation of Pavement Layers and Foundation Sites with Seismic Surface Wave Method""""Research and Practice of Roadbed and Pavement Disease Treatment with Cement-Emulsified Bitumen Composite Grouting Material""; ""Pile Foundations in Subgrade""; ""Research on Meshless Method Using Uniform Design and Its Application in Piles Engineering""; ""Nonlinear Response of Passively Loaded Piles Founded in Soft Bangkok Clay""; ""Theoretical Analysis and Numerical Simulation of Load-Settlement Relationship of Single Pile""; ""The Characteristic of Vertical Stress in the Fill of Piled Embankments"" ""Dynamic Finite Element Analysis of Micropile Foundation in Subgrade""""Theoretical and Experimental Study on the Vertical Bearing Behavior of Super-Long Filling Piles in Soft Soil Area""; ""Study on Flexural Behavior of Cast-in-Place Concrete Y-Shaped Vibro-Pile""; ""Calculation of Soil Stresses under Various Pile Sectional Configurations""; ""Experimental Study on Soft Ground Improvement by Grouted Gravel Pile""; ""Pile Samples Classification Method Based on the Self-Organizing Map Neural Network"" ""Geotechnical Design of a Bridge Widening Project in a Highly Active Seismic Region of Southern California"" |
| Record Nr. | UNINA-9910455302603321 |
| Reston, Va., : American Society of Civil Engineers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Reinforced soil walls and slopes : design and construction / Maurício Ehrlich, Leonardo Becker
| Reinforced soil walls and slopes : design and construction / Maurício Ehrlich, Leonardo Becker |
| Autore | Ehrlich, Maurício |
| Pubbl/distr/stampa | São Paulo : Oficina de Textos, c2010 |
| Descrizione fisica | 117 p. : ill. (some col.) ; 24 cm |
| Disciplina | 624.15136 |
| Altri autori (Persone) | Becker, Leonardo.author |
| Collana |
Huesker series. Engineering with geosynthetics.
Huesker series. Engineering with geosynthetics |
| Soggetto topico |
Reinforced soils
Soil stabilization |
| ISBN | 9788579750014 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991001975849707536 |
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Ehrlich, Maurício
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| São Paulo : Oficina de Textos, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Rock for erosion control
| Rock for erosion control |
| Pubbl/distr/stampa | [Place of publication not identified], : ASTM, 1993 |
| Disciplina | 624.1/51363 |
| Collana | ASTM special technical publication Rock for erosion control |
| Soggetto topico |
Rockfills
Soil stabilization Soil conservation Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| ISBN | 0-8031-5232-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910164322103321 |
| [Place of publication not identified], : ASTM, 1993 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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