Time Dependent Bearing Behaviour of Foundations Subjected to Alternate Loading in Overconsolidated Clay PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Time Dependent Bearing Behaviour of Foundations Subjected to Alternate Loading in Overconsolidated Clay PDF full book. Access full book title Time Dependent Bearing Behaviour of Foundations Subjected to Alternate Loading in Overconsolidated Clay by Aljoscha Ganal. Download full books in PDF and EPUB format.
Author: Aljoscha Ganal
Publisher: BoD – Books on Demand
ISBN: 373761167X
Category :
Languages : en
Pages : 409
Get Book Here
Book Description
Author: Aljoscha Ganal
Publisher: BoD – Books on Demand
ISBN: 373761167X
Category :
Languages : en
Pages : 409
Get Book Here
Book Description
Author: Oliver Reul
Publisher: CRC Press
ISBN: 1040223710
Category : Technology & Engineering
Languages : en
Pages : 270
Get Book Here
Book Description
This book presents the fundamental features of the design and performance of combined pile-raft foundations (CPRFs). Whereas in a traditional foundation the loads are carried either by the raft or by the piles, the capacity of CPRFs is assessed for the foundation as a whole, reducing total and differential settlements economically. The five chapters provide an overview of the historical development of piled rafts in practice and research, and of the design concepts developed for piled rafts over the last decades. Fundamental aspects of their bearing behaviour are presented, as well as an overview of the framework of the design process for CPRFs, including the safety concept, the design approach summarised in the ISSMGE Combined Pile-Raft Foundation Guideline (ISSMGE TC 212 2013) and the interaction between structural and geotechnical engineering. For numerical analysis based on the finite element method, guidance is given on creating the model and performing the calculations before providing basic information on the requirements for the site investigation, supervision of the construction process and monitoring of the foundation performance. Detailed case studies illustrate the design and performance of CPRFs, and a design example for the foundation of a multi-storey office building founded in non-cohesive soil is investigated, carrying out 3D finite element analysis to estimate deformations and design parameters for structural engineering. Based on the combined experience of the authors obtained in the last decades working in the industry and research, the book particularly suits consulting engineers engaged in foundation engineering, as well as graduate students and researchers interested in the bearing behaviour of piled rafts and pile groups.
Author: Abdulaziz Osman Abdelkadr
Publisher: BoD – Books on Demand
ISBN: 3737610185
Category : Science
Languages : en
Pages : 274
Get Book Here
Book Description
In this study experimental and numerical investigations have been carried out with the emphasis on studying the behaviour and liquefaction state of typical silty sand sampled from the Mekelle area in Ethiopia under monotonic and cyclic undrained loadings. Experiments have been carried out to measure the pore pressure accumulation, deformation characteristics and related effective stress paths. A numerical model was then used to simulate the behaviour and liquefaction state associated with the changes in the stress-strain-pore pressure levels by means of the finite element method (FEM) using the FE code Tochnog (Tochnog Professional Company 2021).
Author:
Publisher:
ISBN:
Category : Engineering geology
Languages : en
Pages : 36
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 2264
Get Book Here
Book Description
Since its creation in 1884, Engineering Index has covered virtually every major engineering innovation from around the world. It serves as the historical record of virtually every major engineering innovation of the 20th century. Recent content is a vital resource for current awareness, new production information, technological forecasting and competitive intelligence. The world?s most comprehensive interdisciplinary engineering database, Engineering Index contains over 10.7 million records. Each year, over 500,000 new abstracts are added from over 5,000 scholarly journals, trade magazines, and conference proceedings. Coverage spans over 175 engineering disciplines from over 80 countries. Updated weekly.
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 2
Get Book Here
Book Description
Author: Aleksandar Sedmak Vesić
Publisher: Transportation Research Board
ISBN: 9780309025447
Category : Foundations
Languages : en
Pages : 68
Get Book Here
Book Description
Author: S. Van Baars
Publisher: IOS Press
ISBN: 1614998507
Category : Technology & Engineering
Languages : en
Pages : 144
Get Book Here
Book Description
The biggest problem for a shallow foundation, just as for any other type of foundation, is a failure due to an overestimation of the bearing capacity. This means that the correct prediction of the bearing capacity of the foundation is often the most important part of the design of a civil structure. That is why the publication by Prandtl in 1920 about the hardness of a plastic body, was a major step in solving the bearing capacity of shallow foundations, although it is well possible that he never realised this, because his solution was not made for civil engineering purposes, but for mechanical purposes. Over the last 100 years, a lot of extensions have been made, for example with inclination factors and shape factors. Also many laboratory experiments have been done and numerical calculations have been made. Some even try to extrapolate the failure mechanism for shallow foundations to the failure mechanism around the tip of a pile. All this scientific work leads back to the first publication by Ludwig Prandtl in 1920. This book, “100 Years of Prandtl’s Wedge”, is intended for all those who are interested in these fundamentals of foundation engineering and their history. The Appendices include a copy of Prandtl’s Über die Härte plastischer Körper and of Reissner’s publication of 1924, Zum Erddruckproblem.
Author: Vaughan Meyer
Publisher: CRC Press
ISBN: 131567551X
Category : Technology & Engineering
Languages : en
Pages : 1422
Get Book Here
Book Description
Frontiers in Offshore Geotechnics III comprises the contributions presented at the Third International Symposium on Frontiers in Offshore Geotechnics (ISFOG, Oslo, Norway, 10-12 June 2015), organised by the Norwegian Geotechnical Institute (NGI). The papers address current and emerging geotechnical engineering challenges facing those working in off
Author:
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 284
Get Book Here
Book Description
