Frontiers in offshore Geotechnics ISFOG 2005,University of western Australia, Taylor & Francis

این کتا ب مجموعه مقالاتی است که در سال 2005 در جمع آوری شد در زمینه فرآیند ژئوتکنیک فراساحل می باشد.و دارای 1112 صحفه می باشد.

This is book Frontiers in offshore Geotechnics ISFOG 2005

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Keynote papers

Deepwater developments: drag and plate anchors

Deepwater developments: suction caissons

Developments in the Australian frontiers

 Foundation solutions for offshore wind turbines

Shallow foundations: vertical bearing capacity

Shallow foundations: mobile jack-up units

Breakwater caissons and liquifaction

Pipelines

Capacity of piles in sand

Piles

Assessing geohazards

Site investigation techniques

Soil characterization

Applied Soil Mechanics with ABAQUS Applications,Sam Helwany,2007,wily & sons

این کتاب دارای 398 صفحه می باشد و کاربرد مکانیک خاک  در نرم افزار ABAQUS می باشد و در سال 2007 چاپ شده است

Applied Soil Mechanics with ABAQUS Applications,Sam Helwany,2007,wily & sons

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password: CE-MS MS.c Bijan Mohammadi

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   کلمه عبور / Password                                                      دانلود / Download   

                           

           

The purpose of this book is to provide civil engineering students and practitioners with simple basic knowledge on how to apply the finite element method to soil mechanics problems. This is essentially a soil mechanics book that includes traditional soil mechanics topics and applications. The book differs from traditional soil mechanics books in that it provides a simple and more flexible alternative using

The finite element method to solve traditional soil mechanics problems that have closed-form solutions. The book also shows how to apply the finite element method to solve more complex geotechnical engineering problems of practical nature that do not have closed-form solutions. General soil mechanics principles are presented for each topic, followed by traditional applications of these principles with longhand solutions, which are followed in turn by finite element solutions for the same applications, and then both solutions are compared. Further, more complex applications are presented and solved using the finite element method.

The book consist of nine chapters, eight of which deal with traditional soil mechanics topics, including stresses in semi-infinite soil mass, consolidation, shear strength, shallow foundations, lateral earth pressure, deep foundations (piles), and seepage. The book includes one chapter (Chapter 2) that describes several elastic and elastoplastic material models, some of which are used within the framework of the finite element method to simulate soil behavior, and that includes a generalized

Three-dimensional linear elastic model, the Cam clay model, the cap model and Lade’s model. For undergraduate teaching, one can include a brief description of the essential characteristics and parameters of the Cam clay model and the cap model without much emphasis on their mathematical derivations