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Advances in ground improvement [[electronic resource] ] : research to practice in the United States and China : proceedings of the US-China Workshop on Ground Improvement Technologies, March 14, 2009, Orlando, Florida / / sponsored by Soil Improvement Committee of the Geo-Institute of the American Society of Civil Engineers [and] Chinese Institution of Soil Mechanics and Geotechnical Engineering ; edited by Jie Han ... [et al.]
Advances in ground improvement [[electronic resource] ] : research to practice in the United States and China : proceedings of the US-China Workshop on Ground Improvement Technologies, March 14, 2009, Orlando, Florida / / sponsored by Soil Improvement Committee of the Geo-Institute of the American Society of Civil Engineers [and] Chinese Institution of Soil Mechanics and Geotechnical Engineering ; edited by Jie Han ... [et al.]
Pubbl/distr/stampa Reston, Va., : American Society of Civil Engineers, c2009
Descrizione fisica 1 online resource (335 p.)
Disciplina 624.1/51363
Altri autori (Persone) HanJie <1964->
Collana Geotechnical special publication
Soggetto topico Soil stabilization - United States
Soil stabilization - China
Soggetto genere / forma Electronic books.
ISBN 0-7844-7274-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Keynote lecture papers -- Column-supported embankments -- Column technologies for ground improvement -- Ground modification and accelerated consolidation.
Record Nr. UNINA-9910455548503321
Reston, Va., : American Society of Civil Engineers, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Compaction technology : proceedings of the conference organized by New civil engineer and held in London on 29 October 1987
Compaction technology : proceedings of the conference organized by New civil engineer and held in London on 29 October 1987
Pubbl/distr/stampa London : T. Telford, 1988
Descrizione fisica 171 p. : ill. ; 24 cm
Disciplina 624.1/51363
Soggetto non controllato Stabilizzazione del suolo - Congressi
Compattazione del suolo - Congressi
Strade - Sottoservizi - Congressi
ISBN 0727713388
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910285951603321
London : T. Telford, 1988
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Design of column-reinforced foundations / / Mounir Bouassida
Design of column-reinforced foundations / / Mounir Bouassida
Autore Bouassida Mounir
Edizione [1st ed.]
Pubbl/distr/stampa Plantation, FL : , : J. Ross Publishing, , [2016]
Descrizione fisica 1 online resource (228 pages)
Disciplina 624.1/51363
Soggetto topico Reinforced soils
Soil stabilization
Columns - Foundations
ISBN 1-5231-1174-7
1-60427-772-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Front Cover -- Title Page -- Copyright -- Contents -- Foreword -- Preface -- Dedication -- About the Author -- Chapter 1: An Introduction to Column-reinforced Foundations -- Abstract -- 1.1 Ground Improvement Techniques -- 1.2 Reinforcement by Columns -- 1.3 Modeling of Column-reinforced Foundations -- 1.3.1 Isolated Column and Trench Models -- 1.3.2 Unit Cell Model -- 1.3.3 Group of Columns Model -- 1.4 Installation of Columns -- 1.4.1 Sand Compaction Piles -- 1.4.2 Stone Columns and Vibro-compaction -- 1.4.3 Deep Mixing Method for Lime-Cement Columns -- 1.5 Conclusion -- References -- Chapter 2: Predicting the Ultimate Bearing Capacity of Column-reinforced Foundations -- Abstract -- 2.1 Introduction -- 2.2 Design Methods for Isolated Column and Trench Models -- 2.2.1 Prior Contributions -- 2.2.1.1 Use of the States of Stresses -- 2.2.1.2 Approaches Based on Failure Mechanisms and States of Stresses -- 2.2.1.3 Approaches Based on Failure Mechanisms -- 2.2.1.4 Floating Columns -- 2.2.2 Bearing Capacity of an Isolated Column and Soil Reinforced by a Trench in Limit Analysis Framework -- 2.2.2.1 Identification of Minimum Characteristics of Reinforcing Material -- 2.2.2.2 Quasi-Exact Bearing Capacity of Soil Reinforced by a Trench -- 2.2.2.3 Loading Tests: Validation and Calibration of Models -- 2.3 Ultimate Bearing Capacity of Column-reinforced Foundation by the Unit Cell Model -- 2.3.1 Previous Contributions-In Brief -- 2.3.2 Equivalent and Homogenized Characteristics of Reinforced Soil -- 2.3.3 Assessment of Predicted Characteristics with Experimental Data -- 2.4 Ultimate Bearing Capacity of Column-reinforced Foundation by the Group of Columns Model -- 2.4.1 Direct Approaches of Limit Analysis -- 2.4.2 Floating Columns -- 2.4.3 Homogenization Method -- 2.5 Conclusion -- References.
Chapter 3: Settlement Predictions of Foundations on Reinforced Soil by Columns -- Abstract -- 3.1 Introduction -- 3.2 Classification of Methods for the Prediction of Settlement of Reinforced Soil by Columns -- 3.3 Empirical and Semi-empirical Methods -- 3.3.1 Greenwood's Chart -- 3.3.2 Priebe's Method -- 3.4 Settlement Prediction by the Unit Cell Model -- 3.4.1 Methods Adopting Linear Elastic Behavior -- 3.4.2 Methods Adopting Elastoplastic Behavior -- 3.5 Settlement Predictions by the Group of Columns Model -- 3.5.1 Variational Stress Approach in Linear Elasticity -- 3.5.2 Rectangular Raft on Column Reinforced Foundation -- 3.5.3 Some Comments -- 3.5.4 Homogenization Approach -- 3.6 Assessment of Settlement Predictions by Scaled and Full-scale Models -- 3.6.1 Oil Storage Tank -- 3.6.2 Storage Facility of Protected Bullets in Mounded Banks in Tunisia -- 3.7 Conclusions -- Appendix 3.1 Variational Approach in Linear Elasticity -- References -- Chapter 4: Novel Methodology for Design of Column-reinforced Foundations -- Abstract -- 4.1 Introduction -- 4.2 Problem Statement -- 4.3 Bearing Capacity of CRF -- 4.3.1 Case of Stone Columns -- 4.3.2 Case of Deep Mixing Columns -- 4.4 Settlement of Column-reinforced Foundations -- 4.4.1 Settlement of End-Bearing Columns -- 4.4.2 Settlement of Floating Columns -- 4.4.3 Acceleration of Consolidation -- 4.5 Illustrative Case Histories -- 4.5.1 Oil Tank on End-Bearing Sand Compaction Column Foundation (Tunisia) -- 4.5.2 Embankment on Soft Clay Reinforced by Floating Columns -- 4.5.3 Trial Embankment in Saga, Japan -- 4.6 Conclusions -- Appendix 4.1 -- References -- Chapter 5: The Behavior of Improved Soft Clay by Stone Column Installation -- Abstract -- 5.1 Introduction -- 5.2 Stone Column Installation in Soft Clay -- 5.3 Simulation of Stone Column Installation in Soft Soils.
5.3.1 Numerical Simulations Using the Unit Cell Model -- 5.3.1.1 Numerical Predictions by the Mohr Coulomb Model -- 5.3.1.2 Numerical Predictions by the Hardening Soil Model -- 5.3.2 Numerical Simulations Using the Group of Columns Model -- 5.3.2.1 Processed Numerical Predictions -- 5.3.2.2 Parametric Study for Varied Spacing Between Columns -- 5.3.3 Experimental Simulation of Stone Column Installation in Soft Clay -- 5.3.3.1 Preparation of Clay Specimen -- 5.3.3.2 Expansion of Cylindrical Cavity -- 5.3.3.3 Triaxial Tests -- 5.3.3.4 Influence of Cavity Expansion Ratio -- 5.4 Acceleration of Settlement in Post-final Loading -- 5.4.1 Equations of Linear Poroelastic Behavior -- 5.4.2 Statement of the Auxiliary Problem -- 5.4.3 Solution of the Poroelastic Problem -- 5.4.4 Settlement Prediction for a Given Loading History -- 5.5 Conclusions -- Appendix 5.1 Behavior of Normally Consolidated Soft Clays -- Appendix 5.2 Details of the Poroelastic Model -- References -- Chapter 6: Behavior of Foundations on Soils Reinforced by Columns -- Abstract -- 6.1 Introduction -- 6.2 Study of Reinforced Soil Behavior: Selected Case Histories -- 6.2.1 Foundations on Compressible Clays Reinforced by End-bearing Columns -- 6.2.1.1 Oil Storage Tank at Zarzis (Tunisia) -- 6.2.1.2 Oil Storage Tank at La Goulette (Tunisia) -- 6.2.2 Comparison Between Numerical Predictions in Plane Strain and Axisymmetric Analyses -- 6.2.2.1 Predictions by the HSM (Plane Strain Condition) -- 6.2.2.2 Predictions by the HSM (Axisymmetric Condition) -- 6.2.3 Embankment on Compressible Soil Reinforced by Floating Stone Columns: Ghannouche Case History (Tunisia) -- 6.2.3.1 Prediction of the Settlement of Unreinforced Soil (Plaxis Code) -- 6.2.3.2 Numerical Simulation of the Behavior of a Storage Facility on Reinforced Soil -- 6.2.3.3 Numerical Predictions Using the Group of Trenches Model.
6.2.4 Comparison Between Predictions by the Plane Strain and Axisymmetric Model of Reinforced Soil -- 6.3 Conclusions -- Forthcoming Developments -- References.
Record Nr. UNINA-9911006971103321
Bouassida Mounir  
Plantation, FL : , : J. Ross Publishing, , [2016]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Geosynthetic soil reinforcement testing procedures / S.C. Jonathan Cheng, editor
Geosynthetic soil reinforcement testing procedures / S.C. Jonathan Cheng, editor
Pubbl/distr/stampa Philadelphia, PA : ASTM, c1993
Descrizione fisica vii, 248 p. : ill. ; 24 cm
Disciplina 624.1/51363
Altri autori (Persone) Cheng, S. C. Jonathan
Collana STP
Soggetto non controllato Stabilizzazione del suolo - Test
Geosintetici - Test
ISBN 0803118856
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910354658003321
Philadelphia, PA : ASTM, c1993
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Geosynthetic soil reinforcement testing procedures
Geosynthetic soil reinforcement testing procedures
Pubbl/distr/stampa [Place of publication not identified], : ASTM, 1993
Disciplina 624.1/51363
Collana STP Geosynthetic soil reinforcement testing procedures
Soggetto topico Soil stabilization - Testing
Geosynthetics - Testing
Civil & Environmental Engineering
Engineering & Applied Sciences
Civil Engineering
ISBN 0-8031-5242-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910164320703321
[Place of publication not identified], : ASTM, 1993
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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)
Soggetto genere / forma Electronic books.
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-9910459886603321
Chowdhury Robin  
Boca Raton : , : CRC Press, , 2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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-9910785003803321
Chowdhury Robin  
Boca Raton : , : CRC Press, , 2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui