Soil-Foundation-Structure Interaction 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 Soil-Foundation-Structure Interaction PDF full book. Access full book title Soil-Foundation-Structure Interaction by Rolando P. Orense. Download full books in PDF and EPUB format.
Author: Rolando P. Orense Publisher: CRC Press ISBN: 0203838203 Category : Technology & Engineering Languages : en Pages : 258
Book Description
Soil-Foundation-Structure Interaction contains selected papers presented at the International Workshop on Soil-Foundation-Structure Interaction held in Auckland, New Zealand from 26-27 November 2009. The workshop was the venue for an international exchange of ideas, disseminating information about experiments, numerical models and practical en
Author: Rolando P. Orense Publisher: CRC Press ISBN: 0203838203 Category : Technology & Engineering Languages : en Pages : 258
Book Description
Soil-Foundation-Structure Interaction contains selected papers presented at the International Workshop on Soil-Foundation-Structure Interaction held in Auckland, New Zealand from 26-27 November 2009. The workshop was the venue for an international exchange of ideas, disseminating information about experiments, numerical models and practical en
Author: Kyle M. Rollins Publisher: ISBN: Category : Reinforced soils Languages : en Pages : 88
Book Description
Approach fills behind bridge abutments are commonly supported by wrap-around mechanically stabilized earth (MSE) walls; however the effect of this geometry on passive force development is unknown. This report describes the first large-scale tests to evaluate passive force-deflection curves for abutments with MSE wingwalls. A test was also performed with fill extending beyond the edge of the abutment wall for comparison. The abutment wall was simulated with a pile supported cap 5.5 ft high, 11 ft wide, and 15 ft long in the direction of loading. The backfill behind the pile cap consisted of clean sand compacted to 96% of the modified Proctor maximum density. As the pile cap was loaded laterally, pressure on the MSE wall led to pull-out of the steel reinforcing grids and the MSE wall panels moved outward about 2% of the wall height when the ultimate passive force developed. Despite pullout, the passive force per effective width was 28 kips/ft for the pile cap with MSE wingwalls compared to 22.5 kips/ft for the cap without wingwalls. Nevertheless, the passive force with the MSE wingwalls was still only 76% of the resistance provided by the cap with fill extending beyond the edges. The pile cap with MSE walls required greater movement to reach the ultimate passive force (deflection of 4.2% of wall height vs. 3%). The Caltrans method provided good agreement with the measured passive resistance while the log spiral method required the use of a higher plane strain friction angle to provide reasonable agreement.
Author: Lymon C. Reese Publisher: 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
Author: Michael Shaw Rosenbaum Publisher: Springer Science & Business Media ISBN: 3540437762 Category : Science Languages : en Pages : 418
Book Description
Characterisation of the shallow subsurface provides civil, geotechnical and environmental applications with precise definitions of geomechanical and geohydrological properties. Over the past decade, the rapid pace of technological innovation has outstripped the ability of many researchers and potential users to evaluate and adopt promising new characterisation methods. Modern information technologies and information management concepts provide the basis of new paradigms and applications. This book defines future research needs for geological modelling and ground characterisation, including better dialogue between data provides and users and faster, better and less expensive methods for the creation and dissemination of subsurface characterisations.
Author: Andrey Ronzhin Publisher: Springer Nature ISBN: 9811633495 Category : Technology & Engineering Languages : en Pages : 392
Book Description
This book features selected papers presented at the First International Conference on Agriculture Digitalization and Organic Production (ADOP 2021), held in St. Petersburg, Russia, on June 07–09, 2021. The contributions, written by professionals, researchers and students, cover topics in the field of agriculture, biology, robotics, information technology and economics for solving urgent problems in digitalization of organic livestock and crop production. The conference is organized by the St. Petersburg Federal Research Center of the Russian Academy of Sciences (SPC RAS) and the Technische Universitat Kaiserslautern.The book will be useful to researchers of interdisciplinary issues of digitalization and robotization of agricultural production, as well as farmers and commercial companies, which introduce new technologies in crop production and animal husbandry. The book also covers a range of issues related to scientific training of graduate students in the areas of "Mechatronics and robotics", "Control in technical systems" and "Technologies, means mechanization and energy equipment in rural, forestry and fisheries”.
Author: Ken Fleming Publisher: CRC Press ISBN: 9780751401943 Category : Technology & Engineering Languages : en Pages : 400
Book Description
Piling is a fast-moving field and in recent years there have been major advances in theory, methods, testing procedures and equipment. Some of these changes have been driven by the need for economies by improved efficiency, reduced spoil production and new methods of pile bore support. Advances in theoretical analyses allow pile design to be refined so that piles and pile groups perform to better advantage.
Author: Rolando P. Orense
Author: Rolando P. Orense
Author: Kyle M. Rollins
Author: 
Author: 
Author: Lymon C. Reese
Author: Michael Shaw Rosenbaum
Author: Andrey Ronzhin
Author: Harry Bolton Seed
Author: Joseph Catafago
Author: Ken Fleming