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Advances in Rockfill Structures

  • E. Maranha das Neves
Book

Part of the NATO ASI Series book series (NSSE, volume 200)

Table of contents

  1. Front Matter
    Pages i-xxviii
  2. E. Maranha das Neves
    Pages 1-5
  3. A. K. Parkin
    Pages 35-51
  4. J. L. Justo
    Pages 153-193
  5. A. K. Parkin
    Pages 221-237
  6. J. Brauns
    Pages 239-268
  7. D. J. Naylor
    Pages 269-290
  8. Nelson L. de S. Pinto
    Pages 341-373
  9. E. Maranha das Neves
    Pages 375-447
  10. E. Yanagisawa
    Pages 449-470
  11. R. Martins
    Pages 523-570
  12. A. K. Parkin
    Pages 571-592
  13. J. L. Justo
    Pages 611-650
  14. Back Matter
    Pages 651-664

About this book

Introduction

279 4. 2. Basic formulation 280 4. 3. Variations on the theme 285 4. 4. C. S. Parameters 286 5. CONCLUSIONS 289 REFERENCES 290 CHAPTER 12 FINITE ELEMENT METHODS FOR FILLS AND EMBANKMENT DAMS D. J. NAYLOR 1. INTRODUCTION 291 2. NUMBER OF LAYERS - ACTUAL AND ANALYTICAL 292 3. DEFORMATION IN A RISING FILL 292 4. BASIC FINITE ELEMENT PROCEDURE 292 5. INTERPRETATION OF FINITE ELEMENT DIS­ PLACEMENTS - 1D CASE 294 6. NEW LAYER STIFFNESS REDUCTION 296 7. MODELLING COMPACTION 300 8. FINITE ELEMENT EFFECTIVE STRESS TECHNIQUES 302 8. 1. Undrained effective stress analysis 302 8. 2. Known pore pressure change analysis 305 9. FIRST FILLING AND OPERATION - GENERAL 306 10. LOADING DUE TO IMPOUNDING 308 10. 1. upstream membrane dam 308 10. 2. Internal membrane dam 308 10. 3. Zoned embankment dams 312 11. ANALYSIS OF FIRST FILLING AND OPERATION 312 11. 1. First filling 312 11. 2. Steady seepage condition 314 11. 3. Finite element considerations 314 12. COLLAPSE SETTLEMENT 314 xili 12. 1. Nobari and Duncan's method 317 12. 2. Generalisation of Nobari and Duncan's method 319 12. 3. One-dimensional example 320 323 13. APPLICATIONS 13. 1. carsington dam 323 13. 2. Beliche dam 325 13. 3. Monasavu dam 330 REFERENCES 335 APPENDIX: DERIVATION OF EQUIVALENT LAYER STIFFNESS 332 CHAPTER 13 CONCRETE FACE ROCKFILL DAMS NELSON L. DE S. PINTO 1. INTRODUCTION 341 2. CURRENT DESIGN PRACTICE 343 2. 1. Evolution 343 2. 2. Embankment 344 2. 2. 1.

Keywords

Fundament concrete finite element method stability stress structures

Editors and affiliations

  • E. Maranha das Neves
    • 1
  1. 1.Geotechnical DepartmentNational Laboratory of Civil EngineeringLisbonPortugal

Bibliographic information

  • DOI https://doi.org/10.1007/978-94-011-3206-0
  • Copyright Information Kluwer Academic Publishers 1991
  • Publisher Name Springer, Dordrecht
  • eBook Packages Springer Book Archive
  • Print ISBN 978-94-010-5414-0
  • Online ISBN 978-94-011-3206-0
  • Series Print ISSN 0168-132X
  • Buy this book on publisher's site