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Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme

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發(fā)表于 2025-3-21 17:29:50 | 只看該作者 |倒序瀏覽 |閱讀模式
期刊全稱Advances in Rockfill Structures
影響因子2023E. Maranha Neves
視頻videohttp://file.papertrans.cn/150/149623/149623.mp4
學(xué)科分類NATO Science Series E:
圖書封面Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme
影響因子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 3
Pindex Book 1991
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Laboratory Compression Tests and the Deformation of Rockfill Structures,ls mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
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Concrete Face Rockfill Dams, rock blasting works led oftenly to the construction of timber face rockfill dams, to store water for the sluicing operations.Reinforced concrete slabs replaced timber as the impervious element for higher and permanent dams in irrigation and power projects, and the concrete face rockfill dam (CFRD),
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