An Introduction to Soil Dynamics
Autor Arnold Verruijten Limba Engleză Paperback – 9 dec 2009
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Specificații
ISBN-13: 9789048134403
ISBN-10: 9048134404
Pagini: 433
Ilustrații: XIV, 433 p. With CD-ROM.
Dimensiuni: 160 x 241 x 30 mm
Greutate: 0.83 kg
Ediția:2010
Editura: Springer
Locul publicării:Dordrecht, Netherlands
ISBN-10: 9048134404
Pagini: 433
Ilustrații: XIV, 433 p. With CD-ROM.
Dimensiuni: 160 x 241 x 30 mm
Greutate: 0.83 kg
Ediția:2010
Editura: Springer
Locul publicării:Dordrecht, Netherlands
Public țintă
GraduateCuprins
Vibrating Systems.- Waves in Piles.- Earthquakes in Soft Layers.- Theory of Consolidation.- Dynamics of Porous Media.- Cylindrical Waves.- Spherical Waves.- Elastostatics of a Half Space.- Elastodynamics of a Half Space.- Confined Elastodynamics.- Line Load on Elastic Half Space.- Strip Load on Elastic Half Space.- Point Load on an Elastic Half Space.- Moving Loads on an Elastic Half Plane.- Foundation Vibrations.
Recenzii
From the reviews:
“Verruijt (Delft Univ. of Technology, Netherlands) begins this 15-chapter work by discussing the basic properties of dynamic systems including various forms of damping, defined using an elementary system of mass linear spring and damper. … The author … focuses on the basics of dynamic problems in elastic continua for different types of waves, and provides solutions for more difficult mixed boundary values. … Summing Up: Recommended. Graduate students, researchers, and faculty.” (R. P. Khera, Choice, Vol. 47 (11), August, 2010)
“Verruijt (Delft Univ. of Technology, Netherlands) begins this 15-chapter work by discussing the basic properties of dynamic systems including various forms of damping, defined using an elementary system of mass linear spring and damper. … The author … focuses on the basics of dynamic problems in elastic continua for different types of waves, and provides solutions for more difficult mixed boundary values. … Summing Up: Recommended. Graduate students, researchers, and faculty.” (R. P. Khera, Choice, Vol. 47 (11), August, 2010)
Textul de pe ultima copertă
This book presents the basic principles of soil dynamics, and a variety of solutions of practical interest for geotechnical engineering, geophysics and earthquake engineering. Emphasis is on analytical solutions, often including the full derivation of the solution, and giving the main parts of computer programs that can be used to calculate numerical data. Reference is also made to a website from which complete computer programs can be downloaded. Soil behaviour is usually assumed to be linear elastic, but in many cases the effect of viscous damping or hysteretic damping, due to plastic deformations, is also considered.
Special features are: the analysis of wave propagation in saturated compressible porous media, approximate analysis of the generation of Rayleigh waves, the analysis of the response of soil layers to earthquakes in the deep rock, with a theoretical foundation of such problems by the propagation of Love waves, and the solution of such basic problems as the response of an elastic half space to point loads, line loads, strip loads and moving loads.
- Includes detailed derivations of solutions
- Includes listings of main parts of computer programs
- Computer programs are available from the website http://geo.verruijt.net
- Includes dynamics of porous media
Audience:
Students and staff in soil dynamics at civil engineering, geophysics and earthquake engineering departments.
Special features are: the analysis of wave propagation in saturated compressible porous media, approximate analysis of the generation of Rayleigh waves, the analysis of the response of soil layers to earthquakes in the deep rock, with a theoretical foundation of such problems by the propagation of Love waves, and the solution of such basic problems as the response of an elastic half space to point loads, line loads, strip loads and moving loads.
- Includes detailed derivations of solutions
- Includes listings of main parts of computer programs
- Computer programs are available from the website http://geo.verruijt.net
- Includes dynamics of porous media
Audience:
Students and staff in soil dynamics at civil engineering, geophysics and earthquake engineering departments.
Notă biografică
Prof. Arnold Verruijt is Emeritus Professor of Soil Mechanics at Delft University of Technology, the Netherlands. He received his MSc and PhD degrees in 1964 and 1969 from this university. He stayed with the university until he retired in 2002, interrupted by Visitor Professorships at Ontario (Canada), Haifa (Israel) and Sydney (Australia). He has published many papers and several books on groundwater flow and soil mechanics, usually with an emphasis on theoretical solutions of engineering problems. His main research interests are the development of analytical and numerical solution methods, such as the complex variable method and the finite element method.
Prof. Verruijt is a member of the Royal Netherlands Academy of Science (KNAW) and an honorable member of the Royal Institute of Engineers (KIVI). In 1997, he was appointed Officer in the Order of Orange-Nassau by Queen Beatrix. At Delft University of Technology he was known as an excellent teacher,
for which he received the (first) Master Prize of the Delft University Foundation. In 2014, he received the Biot medal of the American Society of Civil Engineers (ASCE) for his pioneering contributions to the theory of poroelasticity.He also acted as consultant on engineering projects, such as tunnels, river embankments and storm surge barriers, mainly in the Netherlands but also abroad.