Basic geotechnical earthquake engineering [[electronic resource] /] / Kamalesh Kumar |
Autore | Kumar Kamlesh <1950-> |
Pubbl/distr/stampa | New Delhi, : New Age International (P) Ltd., Publishers, c2008 |
Descrizione fisica | 1 online resource (153 p.) |
Disciplina |
551.22
551.22072 |
Soggetto topico |
Earthquake engineering - India
Soil dynamics Soil mechanics |
Soggetto genere / forma | Electronic books. |
ISBN |
1-282-07407-5
9786612074073 81-224-2620-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Cover; Preface; Contents; Chapter 1 Introduction to Geotechnical Earthquake Engineering; Chapter 2 Earthquakes; Chapter 3 Seismic Hazards in India; Chapter 4 Dynamic Soil Properties; Chapter 5 Site Seismicity, Seismic Soil Response and Design Earthquake; Chapter 6 Liquefaction; Chapter 7 Earthquake Resistant Design of Shallow Foundation; Chapter 8 Earthquake Resistant Design of Deep Foundation; Chapter 9 Slope Stability Analyses for Earthquakes; Chapter 10 Retaining Wall Analyses for Earthquakes; Chapter 11 Earthquake Resistant Design of Buildings; References; Index |
Record Nr. | UNINA-9910454404003321 |
Kumar Kamlesh <1950->
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New Delhi, : New Age International (P) Ltd., Publishers, c2008 | ||
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Lo trovi qui: Univ. Federico II | ||
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Basic geotechnical earthquake engineering [[electronic resource] /] / Kamalesh Kumar |
Autore | Kumar Kamlesh <1950-> |
Pubbl/distr/stampa | New Delhi, : New Age International (P) Ltd., Publishers, c2008 |
Descrizione fisica | 1 online resource (153 p.) |
Disciplina |
551.22
551.22072 |
Soggetto topico |
Earthquake engineering - India
Soil dynamics Soil mechanics |
ISBN |
1-282-07407-5
9786612074073 81-224-2620-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Cover; Preface; Contents; Chapter 1 Introduction to Geotechnical Earthquake Engineering; Chapter 2 Earthquakes; Chapter 3 Seismic Hazards in India; Chapter 4 Dynamic Soil Properties; Chapter 5 Site Seismicity, Seismic Soil Response and Design Earthquake; Chapter 6 Liquefaction; Chapter 7 Earthquake Resistant Design of Shallow Foundation; Chapter 8 Earthquake Resistant Design of Deep Foundation; Chapter 9 Slope Stability Analyses for Earthquakes; Chapter 10 Retaining Wall Analyses for Earthquakes; Chapter 11 Earthquake Resistant Design of Buildings; References; Index |
Record Nr. | UNINA-9910782891903321 |
Kumar Kamlesh <1950->
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New Delhi, : New Age International (P) Ltd., Publishers, c2008 | ||
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Lo trovi qui: Univ. Federico II | ||
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Biogeochemical processes influencing formation and stabilization of soil organic matter and soil structure ... annual report |
Pubbl/distr/stampa | Washington, D.C., : U.S. Dept. of Agriculture, Agricultural Research Service |
Descrizione fisica | : HTML files |
Disciplina | 631 |
Soggetto topico |
Soil biochemistry
Soil dynamics Humification Humus Soil structure |
Soggetto genere / forma | Periodicals. |
ISSN | 1949-9590 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Periodico |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910693470403321 |
Washington, D.C., : U.S. Dept. of Agriculture, Agricultural Research Service | ||
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Lo trovi qui: Univ. Federico II | ||
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Coupled dynamics in soil : experimental and numerical studies of energy, momentum and mass transfer : doctoral thesis accepted by University of Twente, The Netherlands / / Yijian Zeng |
Autore | Zeng Yijian |
Edizione | [1st ed. 2013.] |
Pubbl/distr/stampa | New York, : Springer, 2013 |
Descrizione fisica | 1 online resource (174 p.) |
Disciplina | 639.9 |
Collana | Springer theses : recognizing outstanding Ph.D. research |
Soggetto topico | Soil dynamics |
ISBN |
3-642-34073-3
1-283-93533-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | General Introduction -- Diurnal Pattern of Coupled Moisture and Heat Transport Process -- Application of Diurnal Soil Water Dynamics in Determining Effective Precipitation -- Two-Phase Mass and Heat Flow Model.- How Airflow Affects Soil Water Dynamics -- Impact of Model Physics on Retrieving Soil Moisture and Soil Temperature -- Concluding Remarks. |
Record Nr. | UNINA-9910437937703321 |
Zeng Yijian
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New York, : Springer, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design guidance : geotechnical earthquake engineering for highways |
Autore | Kavazanjian Edward |
Pubbl/distr/stampa | Washington, DC : , : U.S. Dept. of Transportation, Federal Highway Administration, Office of Engineering : , : Office of Technology Applications, , 1997 |
Descrizione fisica | 1 online resource (2 volumes) : illustrations, maps |
Collana | Geotechnical engineering circular |
Soggetto topico |
Roads - Design and construction
Highway engineering Earthquake engineering Soil dynamics Geotechnical engineering |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | v. 1. Design principles -- v. 2. Design examples. |
Altri titoli varianti | Design guidance |
Record Nr. | UNINA-9910711953103321 |
Kavazanjian Edward
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Washington, DC : , : U.S. Dept. of Transportation, Federal Highway Administration, Office of Engineering : , : Office of Technology Applications, , 1997 | ||
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Lo trovi qui: Univ. Federico II | ||
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Dynamics of soil and modelling of geotechnical problems . Volume 5 / / C.N.V. Satyanarayana Reddy, A. Murali Krishna, Neelima Satyam, editors |
Pubbl/distr/stampa | Singapore : , : Springer, , [2022] |
Descrizione fisica | 1 online resource (390 pages) |
Disciplina | 624.15136 |
Collana | Lecture notes in civil engineering |
Soggetto topico | Soil dynamics |
ISBN |
981-16-5605-3
981-16-5604-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910743257603321 |
Singapore : , : Springer, , [2022] | ||
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Lo trovi qui: Univ. Federico II | ||
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Geo-Congress 2020 : geotechnical earthquake engineering and special topics / / sponsored by the Geo-Institute of the American Society of Civil Engineers edited by James P. Hambleton, Ph.D., Roman Makhenko, Ph.D., Aaron S. Budge, Ph.D., P.E |
Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , [2020] |
Descrizione fisica | 1 online resource (960 pages) |
Disciplina | 624.151 |
Collana | GSP (Series) |
Soggetto topico |
Geotechnical engineering
Earthquake engineering Soil dynamics Coastal sediments Pavements - Performance |
Soggetto genere / forma | Electronic books. |
ISBN |
1-5231-3359-7
0-7844-8281-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910480159903321 |
Reston, Virginia : , : American Society of Civil Engineers, , [2020] | ||
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Lo trovi qui: Univ. Federico II | ||
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Geotechnical earthquake engineering and soil dynamics IV [[electronic resource] ] : proceedings of the conference, May 18-22, 2008, Sacramento, California / / sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by David Zeng, Majid T. Manzari, Dennis R. Hiltunen |
Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2008 |
Descrizione fisica | 1 online resource (2345 p.) |
Disciplina | 624.1762 |
Altri autori (Persone) |
ZengXiangwu
ManzariMajid T HiltunenDennis R |
Collana | Geotechnical special publication |
Soggetto topico |
Earthquake engineering
Soil dynamics |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7230-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Ground Motions""; ""Keynote Nonlinear Seismic Ground Response Analysis: Code Usage Protocols and Verification against Vertical Array Data""; ""Assessment of Ground Motion Selection and Modification (GMSM) Methods for Non-Linear Dynamic Analyses of Structures""; ""Identification of Near-Fault Velocity Pulses and Prediction of Resulting Response Spectra""; ""Preliminary Estimation of Seismically Induced Ground Strains from Spatially Variable Ground Motions""; ""Probabilistic Use of Arias Intensity in Geotechnical Earthquake Engineering""
""Seismic Design Criteria Ground Motions""""Seismic Hazard Analysis and Probabilistic Ground Motions in the Upper Mississippi Embayment""; ""Site Response""; ""A Simplified Constitutive Model to Simultaneously Match Modulus Reduction and Damping Soil Curves for Nonlinear Site Response Analysis""; ""Basin Effects in the Upper Mississippi Embayment""; ""Comparing Weak- and Strong-Motion Spectral Ratios at the Turkey Flat Site Effects Test Area, Parkfield, California: Possible Nonlinear Soil Behavior"" ""Consequences of Solution Non-Uniqueness in Surface Wave Tests for Seismic Response Studies""""Developing Site-Specific Design Response Spectra for a Type F Site Due to Liquefaction""; ""Dynamic Response of Unsaturated Non-Collapsible and Collapsible Deposits""; ""Evaluation of Site Response for Deepwater Field""; ""Hysteretic Damping Correction and Its Effect on Non-Linear Site Response Analyses""; ""Influence of Rate Dependent Soil Behavior on Propagated Ground Motion""; ""Modeling Nonlinear Site Response Uncertainty in the Los Angeles Basin"" ""Nonlinear Shear Wave Propagation in Strain Stiffening and Strain Softening Soil""""Parametric Analysis of the Seismic Response of Irregular Topographic Features""; ""Seismic Response of the San Francisco International Airport Airfield during the 1989 Loma Prieta Earthquake""; ""Site Response Analysis for Tito Scalo Area (PZ) in the Basilicata Region, Italy""; ""Site Response to Vertical Earthquake Motion""; ""Spatial Analysis of Damage Distribution in the 2001 Southern Peru Earthquake"" ""Strain-Dependent Soil Properties Estimated from Downhole Array Recordings at Kashiwazaki-Kariwa Nuclear Power Plant during the 2007 Niigata-Ken Chuetsu-Oki Earthquake""""The Turkey Flat Blind Prediction Experiment for the September 28, 2004 Parkfield Earthquake: Comparison with Other Turkey Flat Recordings""; ""The Turkey Flat Blind Prediction Experiment for the September 28, 2004 Parkfield Earthquake: General Overview and Models Tested""; ""Two Dimensional Evaluation of Site Effect in Rectangular Valleys""; ""Mapping and Faulting"" ""Theme Paper Probabilistic Liquefaction Hazard Mapping"" |
Record Nr. | UNINA-9910455291803321 |
Reston, Va., : American Society of Civil Engineers, 2008 | ||
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Lo trovi qui: Univ. Federico II | ||
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Ground improvement techniques : select proceedings of 7th ICRAGEE 2020 / / T. G. Sitharam, C. R. Parthasarathy, Sreevalsa Kolathayar, editors |
Pubbl/distr/stampa | Singapore : , : Springer, , [2021] |
Descrizione fisica | 1 online resource (xiv, 396 pages) : illustrations |
Disciplina | 624.1762 |
Collana | Lecture notes in civil engineering |
Soggetto topico |
Earthquake engineering
Soil dynamics Soil mechanics |
ISBN | 981-15-9988-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Intro -- Preface -- Acknowledgements -- Contents -- About the Editors -- Application of Steel Fiber in Soil Stabilization -- 1 Introduction -- 2 Material and Methodology Used -- 2.1 Experimental Materials -- 2.2 Methods of Testing -- 3 Results and Discussion -- 3.1 Tests on Natural Soil -- 3.2 Test on Soil Sample with Steel Fiber -- 4 Conclusions -- References -- Investigations on Mechanical Properties of Bio-Stabilized Soil -- 1 Introduction -- 2 Materials and Methodology -- 3 Experimental Studies -- 4 Results and Discussions -- 4.1 Variation in Bearing Ratio -- 4.2 Variation in Void Ratio Under Sustained Loading -- 4.3 Variation in Permeability Characteristics -- 5 Conclusions -- References -- Strength Behavior of Sand Reinforced with Treated Sisal Fibers -- 1 Introduction -- 2 Materials and Methods -- 2.1 Sand -- 2.2 Sisal Fibers -- 2.3 Model Footings and Model Tank -- 2.4 Methodology Used -- 3 Results and Discussion -- 3.1 SEM Studies on Treated Sisal Fibers -- 3.2 Preparation of Sand Bed -- 4 Effect of Sisal Fiber-Reinforced Sand -- 5 Conclusions -- References -- Unconfined Compressive Strength of MICP-Treated Black Cotton Soil -- 1 Introduction -- 2 Materials and Method -- 2.1 Soil -- 2.2 Microorganism -- 2.3 Cementation Solution -- 2.4 Methodology -- 3 Results and Discussion -- 4 Conclusions -- References -- Potential of Reuse Options of Rice Husk Ash in Various Applications -- 1 Introduction -- 2 RHA as a Sustainable Waste for Stabilization of Problematic Soils -- 2.1 Effect on Compaction Characteristics -- 2.2 Effect on Unconfined Compressive Strength -- 2.3 Effect on Strength Characteristics -- 3 RHA as a Source of Replacement in Concrete -- 3.1 Effect on Concrete Properties -- 4 Application of RHA in Other Fields -- 4.1 As a Liner Material in Landfill Containments -- 4.2 As a Cushion Below the Foundation.
4.3 As an Admixture in Subgrade Soils -- 4.4 As a Filler in Epoxy Coatings -- 5 Conclusion -- References -- Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil -- 1 Introduction -- 2 Materials Used -- 2.1 Expansive Soil -- 2.2 Chemical Agents -- 3 Methodologies Followed -- 4 Results and Discussion -- 4.1 Effect of Sulphate Contamination on Atterberg's Limits of Untreated and Lime Treated Soil -- 4.2 Effect of Sulphate Contamination on Free Swell Index (FSI) -- 4.3 Effect of Sulphate Contamination on Compaction Characteristics -- 5 Conclusion -- References -- Influence of Geofoam Infill Trenches in Attenuation of Ground Vibrations Induced During Dynamic Compaction -- 1 Introduction -- 2 Model Materials and Equipment -- 2.1 Soil -- 2.2 Geofoam -- 2.3 Actuator for Modeling DC -- 3 Model Preparation and Test Procedure -- 4 Results and Discussion -- 5 Conclusions -- References -- A Short Review on Improvement in Soil and Cement Properties by Addition of Bagasse Ash -- 1 Introduction -- 1.1 Background -- 1.2 Waste Management of Bagasse Ash -- 2 Utilization of Bagasse Ash in Cement and Concrete -- 2.1 Usage of Bagasse Ash in the Manufacturing of Concrete Blocks -- 3 SCBA in the Manufacturing of Ceramic Materials -- 4 Addition of Bagasse in Problematic Soils -- 5 Valorization of Bagasse Ash in Manufacturing Earth Blocks -- 6 Conclusion -- References -- Enhanced Geotechnical Properties of High Plastic Clay Stabilized with Industrial Waste-Step for Sustainable Development -- 1 Introduction -- 2 Material and Methodology -- 2.1 Materials -- 2.2 Methodology -- 3 Result and Discussion -- 3.1 Effect of BA and SS on Geotechnical Properties -- 4 Wetting-Drying Cycle -- 5 Conclusion -- References -- Strength Behaviour of Marine Clay Stabilized with Marble Dust and Quarry Dust -- 1 Introduction -- 2 Review of Literature. 3 Materials and Experimental Program -- 3.1 Materials -- 3.2 Testing Procedure -- 4 Results and Discussions -- 4.1 Effect of Quarry Dust and Marble Dust on Index Properties -- 4.2 Effect of Quarry Dust and Marble Dust on Compaction Properties -- 4.3 Effect of Quarry Dust and Marble Dust on CBR -- 5 Conclusions -- References -- Effect of Influencing Parameters on the Failure Mechanism of Sand Compaction Column Treated Cohesionless Deposit -- 1 Introduction -- 2 Finite Element Analysis -- 3 The Failure Mechanism of SCC Improved Sand Stratum -- 4 Parametric Studies -- 4.1 Effect of Initial RD of the Surrounding Sand Stratum -- 4.2 Effect of Pile Length -- 4.3 Effect of Pile Diameter -- 4.4 Effect of Spacing -- 5 Conclusions -- References -- Accelerating the Consolidation of Soft Clay Soil Using Pervious Concrete Pile -- 1 Introduction -- 1.1 General -- 2 Experimental Program -- 2.1 Preliminary Experiments -- 3 Digital Consolidation Tests -- 3.1 Test Setup -- 4 Results and Discussion -- 5 Discussion -- References -- Bearing Capacity Analysis of Bagasse Ash Reinforced with Polypropylene Fiber -- 1 Introduction -- 1.1 Bagasse Ash -- 2 Experimental Examination -- 2.1 Materials -- 3 Test Strategies -- 3.1 Footing -- 3.2 Testing Tank -- 3.3 Proving Ring -- 3.4 Plate Load Test -- 4 Results and Discussion -- 4.1 Plate Load Test -- 5 Conclusions -- 6 Future Scope -- References -- Settlement Analysis of Locally Available Soft Soil Reinforced with Prefabricated Vertical Drain -- 1 Introduction -- 2 Experimental Test Program and Setup -- 2.1 Objective of the Present Study -- 2.2 Materials and Sample Preparation -- 2.3 Model Used in the Test Programs -- 2.4 Methodology -- 3 Result and Discussions -- 3.1 Effect of Time Period on Settlement -- 3.2 Effect of Vertical Loading on Settlement -- 4 Conclusions -- References. Preliminary Design of Prefabricated Vertical Drains-Embedded Soft Soils in the Field: An Example -- 1 Introduction -- 2 Design Steps of the PVD-Embedded Soil -- 2.1 Design Assumptions -- 2.2 Design Methodology -- 3 Conclusions -- References -- Ground Improvement of Soft Soil Using Bamboo as Flexible Pile with Stabilized Lime-Soil Pile-Cap Encapsulated by Geogrid and Geotextile -- 1 Introduction -- 2 Materials and Methods -- 2.1 Proposals -- 2.2 Design Assumptions -- 2.3 Soil Investigation -- 2.4 Materials -- 3 Design of Ground Improvement System -- 3.1 Loads and Pressure Calculations -- 4 Model Experiment -- 5 Design Validation -- 6 Conclusion -- References -- Effect of Reinforcement Form on Bearing Capacity of Sand -- 1 Introduction -- 2 Experimental Program -- 2.1 Materials -- 2.2 Laboratory Test Setup -- 3 Results and Discussion -- 4 Summary and Conclusions -- References -- Deformation of Stone Column Subjected to Earthquake Loading by Numerical Analysis -- 1 Introduction -- 2 Literature Review -- 2.1 Static Loading -- 2.2 Earthquake Loading -- 3 Numerical Modelling Using PLAXIS 2D -- 3.1 Validation of the Numerical Model -- 4 Results and Discussion -- 4.1 Static Analysis -- 4.2 Earthquake Analysis -- 5 Conclusions -- References -- Ground Improvement Technique By Psuedo-Binghamian Grout for Fly Ash and Black Cotton Soil -- 1 Introduction -- 2 Literature Review -- 3 Work Outline -- 3.1 Scope of Work -- 3.2 Scheme of Investigation -- 4 Experimental Work -- 4.1 Mixing of Grout -- 4.2 Grout Mix Design Approaches -- 4.3 Determination of Engineering Properties -- 5 Analysis and Discussion -- 5.1 Needle Penetration Resistance for Grouts -- 5.2 Time-Strength Characteristics of Raw Grouts -- 6 Conclusion -- References -- Ground Improvement for Liquefaction Mitigation of Sand Deposits in Southern Dubai -- 1 Introduction -- 1.1 Liquefaction Phenomenon. 1.2 Factors Affecting Liquefaction -- 1.3 Mitigation Methods -- 2 Case Study for Granular Inclusions for Liquefaction Mitigation -- 2.1 Ducab Jebel Ali Expansion Project, Jebel Ali, Dubai: Vibro Stone Columns Around Bored Piles (2009) -- 2.2 Foundation Details -- 2.3 Cone Penetration Test -- 3 Summary and Conclusions -- References -- Shake Table Studies to Assess the Effect of Reinforced Backfill Parameters on Dynamic Response of MSE Walls -- 1 Introduction -- 2 Shake Table Tests -- 2.1 Experimental Setup -- 2.2 Materials Used -- 2.3 Preparation of Test Bed and Instrumentation -- 3 Test Results -- 3.1 Acceleration Response -- 3.2 Displacement Response -- 4 Conclusions -- References -- Efficacy of Consolidation Grouting in Improving Dynamic Characteristics of a Nuclear Facility Foundation Strata -- 1 Introduction -- 2 Properties of Foundation Medium -- 3 Plan and Execution of Consolidation Grouting -- 4 Permeability Test -- 5 Advanced Field Investigations and Improvement in Dynamic Soil Properties -- 6 Conclusion -- References -- Liquefaction Mitigation of Silty Sands Using Xanthan Biopolymer -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Experimental Programme -- 3 Results and Discussions -- 3.1 Pore Pressure Response -- 3.2 Strength and Stress Path -- 4 Conclusions -- References -- Ground Improvement with Vibro Compaction Method to Mitigate the Liquefaction Potential, Case Study -- 1 Introduction -- 1.1 Liquefaction Assessment Methods -- 1.2 Liquefaction Mitigation Solutions -- 2 Vibro Compaction -- 2.1 Design and Applicability -- 2.2 Quality Control by Confirmatory Tests -- 3 Case Study -- 3.1 Project Description -- 3.2 Soil Condition -- 3.3 Project Requirements and Verification -- 3.4 Corrections of NSPT -- 3.5 Liquefaction Assessment Based on SPT Testing -- 3.6 Results and Discussion -- 4 Conclusion -- References. A Study on Stability of Pond Ash Embankments Improved by Stabilizers. |
Altri titoli varianti | ICRAGEE 2020 |
Record Nr. | UNINA-9910484113603321 |
Singapore : , : Springer, , [2021] | ||
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Lo trovi qui: Univ. Federico II | ||
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ICE manual of geotechnical engineering / edited by John Burland ... [et al.] |
Pubbl/distr/stampa | London : ICE, c2012 |
Descrizione fisica | 2 v. (xvi, 1537 p.) : ill., maps ; 29 cm. |
Disciplina | 624.151 |
Altri autori (Persone) |
Burland, J. B.
Chapman, Tim, 1965- Skinner, Hilary Brown, Michael |
Altri autori (Enti) | Institution of Civil Engineers (Great Britain) |
Soggetto topico |
Engineering geology
Soil dynamics Structural engineering |
ISBN |
9780727736529 (set)
9780727757074 (v. 1) 9780727757098 (v. 2) |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | v. 1. Geotechnical engineering principles, problematic soils and site investigation -- v. 2. Geotechnical design, construction and verification |
Record Nr. | UNISALENTO-991001952869707536 |
London : ICE, c2012 | ||
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Lo trovi qui: Univ. del Salento | ||
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