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Computational Geomechanics with Special Reference to Earthquake Engineering
 
 
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Computational Geomechanics with Special Reference to Earthquake Engineering [Hardcover]

O. C. Zienkiewicz (Author), A. H. C. Chan (Author), M. Pastor (Author), B. A. Schrefler (Author), T. Shiomi (Author)
4.8 out of 5 stars  See all reviews (5 customer reviews)

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Book Description

May 12, 1999 0471982857 978-0471982852 1
Computational Geomechanics:
* introduces the full theory of dynamic and static behaviour of porous media and shows how computation can predict the deformations of a structure, subject to an earthquake or consolidation.
* introduces the use of numerical, finite element procedures for soil and rock mechanics problems which has increased rapidly throughout the last decade.
* provides a comprehensive survey of major, constitutive models, which can simulate soil behaviour rationally.
* explains practical procedures based on computational experience for real projects with particular emphasis on earthquake engineering.
Static problems which occupy a particular area of dynamics can also be solved by identical methods, making the book relevant to all researchers and engineers concerned with geomechanics. Earthquake Engineering is stressed throughout as it is in this field that the most difficult examples arise; however, other applications are also noted.

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Editorial Reviews

Review

"...this book enriches remarkably the present literature..." ---- Meccanica, Vol 35/1, 2000

From the Back Cover

Computational Geomechanics:
  • introduces the full theory of dynamic and static behaviour of porous media and shows how computation can predict the deformations of a structure, subject to an earthquake or consolidation.
  • introduces the use of numerical, finite element procedures for soil and rock mechanics problems which has increased rapidly throughout the last decade.
  • provides a comprehensive survey of major, constitutive models, which can simulate soil behaviour rationally.
  • explains practical procedures based on computational experience for real projects with particular emphasis on earthquake engineering.
Static problems which occupy a particular area of dynamics can also be solved by identical methods, making the book relevant to all researchers and engineers concerned with geomechanics. Earthquake Engineering is stressed throughout as it is in this field that the most difficult examples arise; however, other applications are also noted.

Product Details

  • Hardcover: 398 pages
  • Publisher: Wiley; 1 edition (May 12, 1999)
  • Language: English
  • ISBN-10: 0471982857
  • ISBN-13: 978-0471982852
  • Product Dimensions: 9.9 x 6.8 x 1.1 inches
  • Shipping Weight: 1.8 pounds (View shipping rates and policies)
  • Average Customer Review: 4.8 out of 5 stars  See all reviews (5 customer reviews)
  • Amazon Best Sellers Rank: #2,868,819 in Books (See Top 100 in Books)

 

Customer Reviews

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Average Customer Review
4.8 out of 5 stars (5 customer reviews)
 
 
 
 
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6 of 6 people found the following review helpful:
5.0 out of 5 stars A definitive work, October 22, 1999
By A Customer
This review is from: Computational Geomechanics with Special Reference to Earthquake Engineering (Hardcover)
Zienkiewicz has been a major force in the development of the field of computational geomechanics. He is credited for implementing the critical state soil mechanics into the finite element method--a pioneering work that he and co-authors bring to a completion in this ground-breaking book.

"Computational Geomechanics" presents a balanced mix of firmly established, established, and barely established concepts of mathematical modelling in geotechnical engineering. Firmly established is the finite element modelling of Biot's theory of consolidation, presented so precisely in this book. Fairly well established are the plasticity models with yield surfaces included in the book. And, barely established are the models of plasticity without a yield surface. The endochronic theory will perhaps be needed to complete the foundations of such models.

What I like about the book most is that it makes a computer program available to the reader through World Wide Web. The program, for which a user's guide is included in the book, is named DIANA-SWANDYNE II. The program was developed at the University of Wales, Swansea. First I thought the program was named after Princess Diana--Oops! I was wrong. The name is the acronym of Dynamic Interaction And Nonlinear Analysis -SWANsea DYNamic version II. What a coincidence!

Finally, please permit me to say, my book on plasticity would be very useful in understanding some very advanced concepts presented in "Computational Geomechanics." Thank you.

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3 of 3 people found the following review helpful:
4.0 out of 5 stars Excellent text but cost too much, March 29, 2001
By 
This review is from: Computational Geomechanics with Special Reference to Earthquake Engineering (Hardcover)
This is a good book in geomechanics, co-authored by pioneers like Pastor, Chan, Schrefler. The materials presented are very dense and compact, and is a good reference for researchers. However, as a poor researcher myself, I think it cost too much. I wonder why they never intend to publish it in paperback. An exploitation to researchers pocket, indeed, if they dont mind me saying so.

BTW,.... That will make your book famous. It is inappropriate to use Zienkiewicz name to sell yourself.

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5 of 7 people found the following review helpful:
5.0 out of 5 stars An open response to your questions, January 5, 2000
This review is from: Computational Geomechanics with Special Reference to Earthquake Engineering (Hardcover)
The audience of Amazon.com appears to be very large. Just in past two days, the dialogue between me and the reader from West Virginia USA has been seen by several thousand people around the globe. Many seem to have a few questions in common: What makes this book a definitive piece of work? Why did I stick in my own book here? Zienkiewicz is world known; was I trying to tag along? Have I gotten rich by doing so? May I please take a minute to explain my side?

I truly believe that to really understand the Zienkiewicz' book, you have to read my book. The reason is this. The two books are expressions of one talent--Zenon Mroz of Warsaw, Poland--a leading authority in constitutive modeling.

Zenon Mroz came to Virginia Tech as a visiting professor in 1984, then in 1987, and again in 1990. He delivered inspiring sermons on plasticity theory. I combined his wisdom with the work of American giants--D.C. Drucker, R.A. Schapery, K.C. Valanis and others.

Earlier, Zenon Mroz had graced the Department of Civil Enginering at the University of Wales, Swansea, headed by Zienkiewicz. The book Computational Geomechanics is again the result of seeds sown by Mroz at Swansea. The book extensively refers to the works of Mroz, just as mine does. Do you now see the connection between the two books?

"Computational Geomechanics" is a step in the direction of definitive works. Zienkiewicz has followed an American philosophy throughout his career: "Integrate and rule." And in this book he seems to be saying, "Hey you all! bring your models and test them in my backyard." There are weak-links in the book which you cannot unravel until you understand Zenon Mroz, R.A. Schapery and K.C. Valanis.

I am working on a commentary on the book, a portion of which I hope to incorporate in my planned keynote address to the European Congress on Computational Methods (ECCOMAS 2000) to be held in Barcelona, Spain this year.

Finally, I want to say, I am still a poor man. In engineering, seekers of truth seldom become rich.

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Inside This Book (learn more)
First Sentence:
The engineer designing such soil structures as embankments, dams, or building foundations should be able to predict the safety of these against collapse or excessive deformation under the various loading conditions which are deemed possible. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
soil liquefaction problems, isothermal drainage, generalized plasticity model, liquefaction strength, densification model, laminar box, linear momentum balance equation, saturated soil column, liquefaction analysis, drained behaviour, cyclic mobility, plastic potential surfaces, double precision array, initial shear stress, soil mechanics problems, element force vector, saturated problems, major subroutines, mean effective stress, plastic modulus, deformable porous media, critical state line, pore pressure ratio, excess pore pressure, liquefaction phenomena
Key Phrases - Capitalized Phrases (CAPs): (learn more)
John Wiley, Sons Limited, San Fernando, Muir Wood, Heavier Short, American Geophysical Union, New York, Sons Ltd, Book Company, Port Island, Mohr Coulomb, University College of Swansea, University of California, Critical State Soil Mechanics, Van Genuchten, Water Resources Res, Gibb Ltd, Institution of Civil Engineers, Kobe City, Modern Approaches, University of Birmingham, University of Colorado, Cambridge University Engineering Department, Department of Civil Engineering, Dow Corning Limited
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