Author: Andrew Mason DoddsPublisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 304
Book Description
Modeling Pile Behavior in Large Pile Groups Under Lateral Loading
Author: Andrew Mason DoddsPublisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 304
Book Description
A Numerical Study of Pile Behavior in Large Pile Groups Under Lateral Loading
Author: Andrew DoddsSingle Piles and Pile Groups Under Lateral Loading
Author: Lymon C. ReesePublisher: CRC Press
ISBN: 1439894302
Category : Technology & Engineering
Languages : en
Pages : 529
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
Behavior of Piles and Pile Groups Under Lateral Load
Author: Lymon C. ReesePublisher:
ISBN:
Category : Dead loads (Mechanics).
Languages : en
Pages : 316
Book Description
Pile groups under cyclic lateral loading
Author: Christoph NiemannPublisher: BoD – Books on Demand
ISBN: 3737608881
Category : Science
Languages : en
Pages : 310
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 Foundation Analysis and Design
Author: H. G. PoulosPublisher: Krieger Publishing Company
ISBN: 9780894644498
Category : Technology & Engineering
Languages : en
Pages : 397
Book Description
Behavior of a Large-scale Pile Group Subjected to Cyclic Lateral Loading
Author: Dan Allen BrownPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 780
Book Description
Analysis of Laterally Loaded Piles in Multilayered Soil Deposits
Author: Dipanjan BasuPublisher: Purdue University Press
ISBN: 9781622601264
Category : Transportation
Languages : en
Pages : 152
Book Description
This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.
Behavior of Pile Groups Subjected to Lateral Loads
Author: Shamsher PrakashPublisher:
ISBN:
Category : Materials
Languages : en
Pages : 458
Book Description
Numerical Models in Geomechanics
Author: G.N. PandePublisher: CRC Press
ISBN: 1000100294
Category : Science
Languages : en
Pages : 691
Book Description
In this volume a number of developments on a variety of topics have been reported. These topics include: partially saturated soil; instabilities in soil behaviour; environmental geomechanics; parallel computing; and applications to tunnels, embankments, slopes, foundations and anchors.