Foundation analysis and design
Citations
3 citations
Cites background from "Foundation analysis and design"
...Mobilization of the ultimate point resistance in any soil requires a point displacement on the order of 10 percent of the tip diameter for driven piles (Bowles [ 18 ]...
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3 citations
Cites methods from "Foundation analysis and design"
...It can be noted that variation of pA with depth is nonlinear and using regression analysis, option available in Microsoft excel, it was found that 2nd order polynomial in the form pA = –az2+bz, as given by equation (3), best fit the trend with coefficient of determination (R2) close to 1....
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3 citations
Cites methods from "Foundation analysis and design"
...The properties of soils were adopted in accordance with NEHRP [30] and Bowles [31] on the basis of shear wave velocity of soil....
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3 citations
Cites background or methods from "Foundation analysis and design"
...4 The fuzzy set ‘‘Geotechnical parameters’’ based on the Elastic modulus (Bowles 1977) geotechnical investigation (Unknown Geology)....
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...4 The fuzzy set ‘‘Geotechnical parameters’’ based on the Elastic modulus (Bowles 1977) Geotech Geol Eng (2014) 32:547–559 549...
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...Literature data on material modulus given by Bowles (1977) is used to define the fuzzy set ‘‘geotechnical parameters’’....
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3 citations
Cites methods from "Foundation analysis and design"
...This was showed by literature and experimental research done by Bowles (1997) [2], Brown et al (1988) [4] and Elhakim et al (2014) [10], where it was proved that a pile group has larger deflection than a single pile when the same loading ratio per pile is kept, meaning that for an hypothetical case of a group of 4 piles with an applied horizontal force of 40kN, the horizontal displacement would be greater than in a single pile with an applied horizontal force...
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...[2], [8] Therefore, for each different soil there is a different calculation process for the p-y curve and there are many commercial and free computer programs offer possibilities for such analysis....
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