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Publications tagged with [shallow foundation]

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<p>Foundation design must satisfy limited values of settlement. Settlement is an essential criterion in the design process of shallow foundations. To calculate the settlement under different types of shallow foundations, 79 samples were taken from twenty-three ...
Reference: Engineering, 2015, 7, 379-386
<p>The engineering understanding of the behaviour shallow foundation in earthquakes has developed piecemeal over the past sixty years with the emergence and refinement of solutions to several separate aspects of the overall problem, prompted and provoked by ...
Reference: SECED 2015 Conference: Earthquake Risk and Engineering towards a Resilient World, 9-10 July 2015, Cambridge UK
<p>Support to the implementation, harmonization and further development of the Eurocodes.</p>
Reference: Workshop “Eurocode 7: Geotechnical Design” Dublin, 13 - 14 June, 2013
<p>The response of surface foundations to large overturning moments is studied under undrained conditions. Rigid circular, strip, and rectangular footings of various aspect ratios are considered, with the soil modeled as an inelastic homogeneous deposit, characterized ...
Reference: Soil Dynamics and Earthquake Engineering
<p>Several significant developments have occurred in experimental as well analytical techniques for analyzing the problems associated with geotechnical earthquake engineering. This chapter presents the recent and significant developments in the areas of liquefaction, ...
Reference:
The paper presents the findings to reaffirm the principle that design of a piled foundation requires the analysis of the interaction between load transfer, soil settlement and pile toe load movement response.
Reference: Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 42, No. 2, 2011
<p>Predicting bearing capacity of shallow foundations is a common practice in geotechnical engineering and an accurate estimation of its value is essential for a safe and reliable design. Traditional deterministic methods of estimating bearing capacity of ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
The Random Finite Element Method has been employed for calculating the random characteristics of bearing capacity of a strip foundation. The study has been carried out for two different soils; a greyblue clay from Taranto in Italy, which is well defined from ...
Reference: Proc. of ICASP11, Applications of Statistics and Probability in Civil Engineering, eds. M.H.Faber et al.
<p>Settlement evaluation of spread foundations on heavily preconsolidated cohesive soils. The paper presents the results of fi eld and laboratory tests performed on the heavily preconsolidated boulder clays which prevail on the campus of the Warsaw University ...
Reference: Land Reclamation No 43 (2), 2011: 113–120
<p>The design of a shallow foundation with eccentric loading is presented for the ultimate limit state of the bearing resistance, according to the formulation presented in annex D of NP EN 1997-1:2010. Probabilistic and deterministic methods were used. Concerning ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau