Description |
1 online resource (xix, 135 pages) : illustrations (some color) |
Series |
Springer theses, 2190-5053 |
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Springer theses, 2190-5053
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Contents |
Introduction -- Summary of research progress -- Experimental study on the mechanical properties of core material -- Theoretical study on unsaturated seepage-consolidation -- Numerical method of unsaturated seepage-consolidation theory -- Consolidation analysis of high earth-rockfill dam -- Conclusions and outlook |
Summary |
Nominated by Tsinghua University as an outstanding Ph. D. thesis, this book investigates the mechanical properties of unsaturated compacted clayey soil, the multi-field coupling consolidation theory of unsaturated soil and its application to a 261.5 m high earth-rockfill dam. It proposes a multi-field coupling analysis method of consolidation, and develops an efficient and practical finite element (FE) program for large-scale complex earth-rockfill dams. The book is primarily intended for researchers studying the multi-field coupling analysis of seepage consolidation |
Notes |
"Doctoral thesis accepted by Tsinghua University, Beijing, China." |
Bibliography |
Includes bibliographical references |
Notes |
Online resource; title from PDF title page (SpringerLink, viewed July 3, 2018) |
Subject |
Earth dams.
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Clay soils.
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TECHNOLOGY & ENGINEERING -- Hydraulics.
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Clay soils
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Earth dams
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Form |
Electronic book
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ISBN |
9789811310324 |
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9811310327 |
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9811310319 |
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9789811310317 |
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