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Publications tagged with [pile foundation]

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<p>Pile used as the foundation in many cases may be subjected to inclined compressive loading condition. In such cases, overall behaviors of the piles are estimated from available conventional theoretical approaches. As there are limited experimental studies ...
Reference: Electronic Journal of Geotechnical Engineering, Vol. 18 [2013]
<p>Eurocode 7(EC7) introduces the characteristic and design values with partial factors to reduce uncertainties associated with soil parameters, applying load, etc. The characteristic and design values of soil parameters according to this code were determined, ...
Reference: Journal of Civil Engineering and Construction Technology Vol. 4(3), pp. 70-80, March 2013
<p>A comparative study of pile design is presented using Eurocode 7 and an expanded reliability - based design (RBDE) method that is recently developed by the authors. A design example that has been used in the literature to illustrate Eurocode 7 is re-designed ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
<p>This paper develops a more general reliability-based design approach for drilled shafts that formulates the design process as an expanded reliability problem in which Monte Carlo simulations MCS are used in the design. Basic design parameters, such as ...
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, No. 2, February 1, 2011
The classical problem of a beam on an elastic foundation (BOEF) has long been of practical interest to geotechnical engineers, because it provides a framework for computing deflections, not only of foundations, but also of vertically oriented laterally loaded ...
Reference: Géotechnique, 2011
The axial and lateral monotonic and cyclic behavior of helical pile foundations was investigated and new helical screw systems suitable for seismic loadings were developed. More than one hundred full scale field load tests were conducted on instrumented helical ...
Reference: 2011 Pan-Am CGS Geotechnical Conference, October 2011, Toronto, Canada
On the basis of load tests undertaken during the course of major projects, it has been established, that drilled shafts show particular behaviour with respect to skin friction in Cyprus alluvial formations. In general, skin friction and pile capacity as determined ...
Reference: 6th Hellenic Conference on Geotechnical and Geoenvironmental Engineering, Volos, Greece
 
<p>The Foundation Manual is intended to provide the field engineer with information that may be of some assistance in solving foundation problems and in making engineering decisions.</p> <p><br />Although the field engineer is required to make engineering ...
Reference: Issued By Offices of Structure Construction
The coexistence period of old geotechnical standards based on a global safety system parallel to Eurocodes ended in Austria by June 2009. Therefore specific case histories of projects designed according to Eurocodes, especially to EC 7-1 are not yet available. ...
Reference: From Research to Design in European Practice, Bratislava, Slovak Republic, June 2 – 4, 2010
<p>Geotechnical constructions are sophisticated structures due to the non-linear soil behavior and the complex soil-structure interaction, which entails great exigencies on the liable engineer during the design process. The process can be schematized as a ...
Reference: 18th International Conference on the Application of Computer Science and Mathematics in Architecture and Civil Engineering, Germany, 07–09 July 2009