The Behaviour of Piles Subject to Lateral Loads

The Behaviour of Piles Subject to Lateral Loads PDF Author: J. M. O. Hughes
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 100

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The Behaviour of Piles Subject to Lateral Loads

The Behaviour of Piles Subject to Lateral Loads PDF Author: J. M. O. Hughes
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 100

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Book Description


Behavior of Pile Groups Subjected to Lateral Loads

Behavior of Pile Groups Subjected to Lateral Loads PDF Author: Shamsher Prakash
Publisher:
ISBN:
Category : Materials
Languages : en
Pages : 458

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Pile Foundation Analysis and Design

Pile Foundation Analysis and Design PDF Author: H. G. Poulos
Publisher: Krieger Publishing Company
ISBN: 9780894644498
Category : Technology & Engineering
Languages : en
Pages : 397

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Single Piles and Pile Groups Under Lateral Loading

Single Piles and Pile Groups Under Lateral Loading PDF Author: Lymon C. Reese
Publisher: CRC Press
ISBN: 1439894302
Category : Technology & Engineering
Languages : en
Pages : 529

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Book Description
The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common t

An investigation of the behavior of vertical piles in cohesive soil subjected to repetitive lateral loads

An investigation of the behavior of vertical piles in cohesive soil subjected to repetitive lateral loads PDF Author: James Howard Long
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 250

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Modern Trends in Geomechanics

Modern Trends in Geomechanics PDF Author: Wei Wu
Publisher: Springer Science & Business Media
ISBN: 3540357246
Category : Technology & Engineering
Languages : en
Pages : 545

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Book Description
This book is loaded with rich and stimulating articles by a roster of brilliant scholars, reflecting some recent trends in the frontier research of geomechanics. This collection of 32 contributions stems from an international workshop on "Modern Trends of Geomechanics" held in Vienna. The contributions span a wide range of topics and an enormous range of physical scales, from micromechanics at grain scale to engineering problems at large scale; from laboratory and field testing over constitutive modelling to numerical analysis. The key features of this book are: thermodynamics, multiphase continua and transport phenomena; constitutive modelling, localized bifurcation, micropolar theory, unsaturated soil, viscous and cyclic behaviour; numerical and analytical methods; discrete element method, micromechanics, grain crushing and damage; laboratory and field testing, foundation and mining engineering. This book will be rewarding for anyone interested in the frontier research in geomechanics and geotechnical engineering, appealing to graduate students, researchers and engineers alike.

Behaviour of Single Piles Subjected to Cyclic Lateral Load

Behaviour of Single Piles Subjected to Cyclic Lateral Load PDF Author: H. G. Poulos
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 59

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Behavior of Piles and Pile Groups Under Lateral Load

Behavior of Piles and Pile Groups Under Lateral Load PDF Author: Lymon C. Reese
Publisher:
ISBN:
Category : Dead loads (Mechanics).
Languages : en
Pages : 316

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Pile groups under cyclic lateral loading

Pile groups under cyclic lateral loading PDF Author: Christoph Niemann
Publisher: BoD – Books on Demand
ISBN: 3737608881
Category : Science
Languages : en
Pages : 310

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Book Description
It is the aim of this research work is to investigate and to assess quatitatively as well as quantitatively the bearing behaviour of pile groups subjected to cyclic lateral loading. In this context, the influences of different boundary conditions, in particular the soil properties and the pile group geometry are to be analysed experimentally and numerically. Based on a brief literature review in chapter 2, model tests (centrifuge and small-scale at 1g) and numerical investigations have been carried out to contribute to a better understanding of the cyclic behaviour of pile groups. Chapter 3 describes the test procedure and summarises the results of centrifuge tests, which have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. Further investigations have been carried out by means of smallscale model tests at 1g in the testing facilities at the University of Kassel, Germany, with the results as summarised in chapter 4. A comparison of individual results of both test series is provided in chapter 5. The numerical studies in chapter 6 have been carried out in order to analyse the general ability of numerical simulations to calculate the response of pile groups to cyclic lateral loading. Based on the previously derived results, chapter 7 provides equations that can be applied to estimate the cyclic accumulation of lateral displacements of pile groups as well as the cyclic changes of the load distribution within pile groups.

Pile Foundations in Engineering Practice

Pile Foundations in Engineering Practice PDF Author: Shamsher Prakash
Publisher: John Wiley & Sons
ISBN: 9780471616535
Category : Technology & Engineering
Languages : en
Pages : 768

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Book Description
This is a concise, systematic and complete treatment of the design and construction of pile foundations. Discusses pile behavior under various loadings and types of piles and their installation, including consideration of soil parameters. It provides step-by-step design procedures for piles subject to vertical loading and pullout, lateral, inclined and eccentric loads, or dynamic loads, and for piles in permafrost. Also describes load test procedures and their interpretation and buckling of long, slender piles with and without supported length. The closing chapter presents case histories of prediction and performance of piles and pile groups. Includes numerous solved problems.