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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.
Inhaltsverzeichnis
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.
Über den Autor / die Autorin
Yongkang Wu, Ph.D.
EDUCATIONPh.D. Sept. 2011 - Jul. 2016 Civil Engineering Tsinghua UniversityB.S. Sept. 2007 - Jul. 2011 Hydraulic Engineering Tsinghua University
EXPERIENCESResearch Associate Jul. 2016 - Present Institute of Geotechnical Engineering Tsinghua UniversityTeaching 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-RockfillDam 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 modelparameters 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-scale3-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 PlasticityModel 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 forIterative Methods with
Zusammenfassung
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.
