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Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam de Yongkang Wu

Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam: Springer Theses

Autor Yongkang Wu
en Limba Engleză Hardback – 12 iul 2018
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.
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Specificații

ISBN-13: 9789811310317
ISBN-10: 9811310319
Pagini: 130
Ilustrații: XIX, 135 p. 94 illus., 29 illus. in color.
Dimensiuni: 155 x 235 mm
Greutate: 0.4 kg
Ediția:1st ed. 2019
Editura: Springer Nature Singapore
Colecția Springer
Seria Springer Theses

Locul publicării:Singapore, Singapore

Cuprins

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.

Notă biografică

Yongkang Wu, Ph.D.

EDUCATION
Ph.D. Sept. 2011 – Jul. 2016 Civil Engineering Tsinghua University
B.S. Sept. 2007 – Jul. 2011 Hydraulic Engineering Tsinghua University

EXPERIENCES
Research Associate Jul. 2016 – Present Institute of Geotechnical Engineering Tsinghua University
Teaching Assistant Sep. 2012 – Jan. 2013 Institute of Geotechnical Engineering Tsinghua University

PUBLICATIONS
(1) Wu, Y., Zhang, B., Yu, Y., & Zhang, Z. (2016). "Consolidation Analysis of Nuozhadu High Earth-Rockfill
Dam Based on the Coupling of Seepage and Stress-Deformation Physical State." Int. J. Geomech.,
16(3):10.1061/(ASCE)GM.1943-5622.0000555, 04015085.
(2) Wu, Y., Yuan, H., Zhang, B., Zhang, Z., & Yu, Y. (2014). "Displacement-based back-analysis of the model
parameters of the nuozhadu high earth-rockfill dam." The Scientific World Journal, 2014.
(3) Chen,X., Wu, Y., Yu, Y., Liu, J., Xu, X. F., & Ren, J. (2014). "A two-grid search scheme for large-scale
3-D finite element analyses of slope stability." Computers and Geotechnics, 62, 203-215.
(4) Dong, W., Wu, Y., Chen, X., & Yu, Y. (2015). "Symmetrization Method for the Generalized Plasticity
Model with Nonassociated Plastic Flow Rule." Int. J. Geomech., 15(6):10.1061/(ASCE)GM.1943-
5622.0000456, 04014099.
(5) Lei, H., Wu, Y., Yu, Y., Zhang, B., & Lv, H. (2016). "Influence of Shear on Permeability of Clayey Soil."
Int. J. Geomech., 16(5):10.1061/(ASCE)GM.1943-5622.0000636, 04016010.
(6) Chen, X., Wu, Y., Yu, Y., & Phoon, K. (2015). "Performance of Neumann Expansion Preconditioners for
Iterative Methods with

Textul de pe ultima copertă

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.

Caracteristici

Proposes a practical multi-field coupling consolidation theory of saturated–unsaturated soil Introduces a way to develop an efficient finite element (FE) program for consolidation analysis of large-scale complex projects to the readers Provides the experimental research and numerical simulations that have been carried out on a 261.5 m high earth-rockfill dam