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Publications tagged with [pile foundation]
Total Items found:
Soumya R.
,
Chattapadhyay B. C.
et al.
<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 ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Electronic Journal of Geotechnical Engineering, Vol. 18 [2013]
Ibrahim A. M.
,
Malik I.
et al.
<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, ...
Filed under:
Codes and Standards
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 ...
Filed under:
Codes and Standards -
Eurocodes
Reference:
ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
Griffiths D.V.
,
Paiboon J.
et al.
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 ...
Filed under:
Statistics & Reliability -
Risk & Reliability
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 ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
2011 Pan-Am CGS Geotechnical Conference, October 2011, Toronto, Canada
Papadopoulos P.
,
Onisiforou C.
et al.
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 ...
Filed under:
Soil Mechanics -
Deep Foundations
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 ...
Filed under:
Soil Mechanics -
Deep Foundations
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. ...
Filed under:
Codes and Standards -
Eurocodes
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 ...
Filed under:
Soil Mechanics -
Soil - Structure Interaction
Reference:
18th International Conference on the Application of Computer Science and Mathematics in Architecture and Civil Engineering, Germany, 07–09 July 2009
<p>Shanghai’s subway construction has entered a new period of rapid development. A notable characteristic of subway network construction is that the construction environment is increasingly complex. Take Shanghai subway line 10 as an example, in the ...
Filed under:
Tunnel Engineering -
Difficult Ground
Reference:
Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), 2009 Taylor & Francis Group, London