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Proceedings of the 5th International Young Geotechnical Engineers' Conference : 5th iYGEC 2013 /
Geotechnical engineers are at work worldwide, contributing to sustainable living and to the creation of safe, economic and pleasant spaces to live, work and relax. With increased pressure on space and resources, particularly in cities, their expertise becomes ever more important. This book presents...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores Corporativos: | , |
| Otros Autores: | |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam :
IOS Press,
2013.
|
| Colección: | Advances in soil mechanics and geotechnical engineering ;
volume 2. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 111 | 2 | |a International Young Geotechnical Engineers' Conference |n (5th : |d 2013 : |c Ecole des Ponts ParisTech) | |
| 245 | 1 | 0 | |a Proceedings of the 5th International Young Geotechnical Engineers' Conference : |b 5th iYGEC 2013 / |c edited by Yu-Jun Cui ... [and 7 more]. |
| 246 | 3 | |a IYGEC 2013 | |
| 264 | 1 | |a Amsterdam : |b IOS Press, |c 2013. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Advances in Soil Mechanics and Geotechnical Engineering ; |v volume 2 | |
| 500 | |a Includes author index. | ||
| 588 | 0 | |a Online resource; title from PDF title page (IOS Press, viewed October 23, 2013). | |
| 520 | |a Geotechnical engineers are at work worldwide, contributing to sustainable living and to the creation of safe, economic and pleasant spaces to live, work and relax. With increased pressure on space and resources, particularly in cities, their expertise becomes ever more important. This book presents the proceedings of the 5th iYGEC, International Young Geotechnical Engineers' Conference, held at Marne-la-Vallée, France, from 31 August to 1 September 2013. It is also the second volume in the series Advances in Soil Mechanics and Geotechnical Engineering. The papers included here cover topics such. | ||
| 505 | 0 | |a Title Page; Preface; Contents; Slope Stability; 3D Numerical Modeling for Slope Stabilization Using Horizontal Drains; Non-Newtonian Fluid Parameters Calibration for Numerical Modelling of Landslides; Simplified Method of Analysis of the Stability of River Banks Subjected to Tide Variation; Long-Term Safety Coefficient for Geosynthetics: On-Site Installation Damage Experimentation; The Effects of Soil Characteristic on Rainfall Infiltration Induce Slope Failure; Applications of Reliability-Based Calibration of Partial Factors for Design of Railway Embankments. | |
| 505 | 8 | |a Study of Newmark Sliding Block Method for Rigid Sliding Mass During Asymmetric Dynamic LoadingKinematic Analysis of a Rock Slope Using Terrestrial 3D Laser Scanning Data; Experience with Drainage and Ground Stabilisation by Siphon Drains in Slovakia; Total Stress Rapid Drawdown Analysis of the Pilarcitos Dam Failure Using Finite Elements; Laboratory Testing; Evaluation of Creep Hypotheses A and B Based on Relevant Laboratory Tests; Effects of Soft Plastic on MSW Shear Strength; On the Control of Low Negative Water Pressures in Laboratory Tests on Unsaturated Sand. | |
| 505 | 8 | |a Ways to Improve the Definition of Soils Deformation Characteristics in Laboratory ConditionsBentonite-Polyacrylate Nanocomposites for Containment of Aggressive Liquids; Ground Improvement; Plate Load Tests on Improved Ground with Construction and Demolition Wastes Compaction Piles; Influence of Geometrical Imperfections of Rigid Soil Reinforcement Columns; Soil Erosion Control and Vegetation Stabilization Using Biogenic Biopolymers; High-Rise Building Foundation on Floating Soil-Cement Columns; Geotechnical Testing for Certification of Loess Improvement by Dynamic Compaction. | |
| 505 | 8 | |a Tensile and Creep Behavior of Geosynthetics Using Confined-Accelerated TestsImpact of Geosynthetic in Soft Soil Reinforced by Rigid Inclusions; Naphthalene Diffusion and Sorption Coefficients for Cement Solidified/Stabilized Materials; Resonance Testing of in Situ Deep Mixed Soils; Stabilizing Slopes of Soft Cohesive Soil with Lime Columns; Numerical Modelling of Jet Grouting Columns; New Evaluation Methods for Grouts; Application of Fly Ash in Ground Improvement Techniques; Ultrasonic Quality Control Method of Sealing Walls Made by Jet Grouting Technology. | |
| 505 | 8 | |a Numerical Study of the Dynamic Behavior of a Site Reinforced with Rigid InclusionsStabilization of Frictional Soil Through Injection Using CIPS; Stabilization of a Weak Low Plasticity Clay Soil Using Nanomaterial; Stabilization of Soft Marine Sediments from the Port of Koper (Slovenia); Case Study of Current Practice of Anchor Design in Relation to Limit States; Lime Stabilization of Silty Soft Soil; Actual Experience with the Geomassif in Complicated Soil Conditions; Diameter Prediction of Columns Created with Single and Double Jet Grouting Systems; Foundations. | |
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Geotechnical engineering |v Congresses. | |
| 650 | 6 | |a Géologie appliquée |v Congrès. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Geotechnical engineering |2 fast | |
| 655 | 7 | |a Conference papers and proceedings |2 fast | |
| 700 | 1 | |a Cui, Y. J. |q (Yu Jun), |e editor. |1 https://id.oclc.org/worldcat/entity/E39PCjxDHfjWQCcw8Gdkg4qDHK | |
| 710 | 2 | |a IOS Press. | |
| 758 | |i has work: |a Proceedings of the 5th International Young Geotechnical Engineers' Conference (Text) |1 https://id.oclc.org/worldcat/entity/E39PCGqDRDBgYd6dywx7d47JXd |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 830 | 0 | |a Advances in soil mechanics and geotechnical engineering ; |v volume 2. | |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1477324 |z Texto completo |
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