{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,20]],"date-time":"2026-03-20T02:18:32Z","timestamp":1773973112242,"version":"3.50.1"},"reference-count":13,"publisher":"Canadian Science Publishing","issue":"2","license":[{"start":{"date-parts":[[2007,2,1]],"date-time":"2007-02-01T00:00:00Z","timestamp":1170288000000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/www.nrcresearchpress.com\/page\/about\/CorporateTextAndDataMining"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Can. Geotech. J."],"published-print":{"date-parts":[[2007,2,1]]},"abstract":"<jats:p> The 2nd International Conference on Site Characterization (ISC'2), held in 2004, included a seminar for prediction of pile capacity involving three 6\u2002m embedment length test piles, one 350\u2002mm square driven concrete pile, and two 600\u2002mm diameter, strain-gage instrumented, bored piles. Invited predictors were provided with results of in situ, laboratory tests and dynamic tests. Test layout, soil information, and pile data are presented with calculations of pile capacity and load distribution, submitted predictions, and results of the static loading tests. The CPT-calculated capacities show considerable scatter\u2014total values ranged from 500 to 1400\u2002kN for the driven pile and from 1000 to 1900\u2002kN for the bored piles. The static loading test on the driven pile showed an offset limit load of 1200\u2002kN and a plunging capacity of 1500\u2002kN. Despite pile movements of 100\u2002mm for 1200\u2002kN of applied load, neither of the bored piles showed signs of having reached an ultimate resistance value. Effective stress analysis of strain measurements for the bored piles showed the data to correlate to a \u03b2 coefficient of 1.0 and a toe coefficient of 16. Most submitted predictions underestimated the capacity of the driven pile and overestimated the capacities of the bored piles.Key words: pile capacity, effective stress analysis, shaft and toe resistances, \u03b2 coefficient, CPTU, dynamic testing. <\/jats:p>","DOI":"10.1139\/t06-105","type":"journal-article","created":{"date-parts":[[2007,4,30]],"date-time":"2007-04-30T19:13:39Z","timestamp":1177960419000},"page":"201-220","source":"Crossref","is-referenced-by-count":16,"title":["Analysis of piles in a residual soil\u2014The ISC'2 prediction"],"prefix":"10.1139","volume":"44","author":[{"given":"Bengt H","family":"Fellenius","sequence":"first","affiliation":[]},{"given":"Jaime A","family":"Santos","sequence":"additional","affiliation":[]},{"given":"Ant\u00f3nio Viana da","family":"Fonseca","sequence":"additional","affiliation":[]}],"member":"155","reference":[{"issue":"3","key":"p_5\/p_5_1","doi-asserted-by":"crossref","first-page":"267","DOI":"10.1080\/10641197909379805","volume":"3","author":"DeRuiter J.","year":"1979","journal-title":"Marine Geotechnology"},{"key":"p_6\/p_6_1","first-page":"1994","volume":"1997","author":"European Committee for Standardization.","year":"2004","journal-title":"EN"},{"issue":"6","key":"p_8\/p_8_1","doi-asserted-by":"crossref","first-page":"886","DOI":"10.1139\/t97-056","volume":"34","author":"Eslami A.","year":"1997","journal-title":"Canadian Geotechnical Journal"},{"key":"p_10\/p_10_1","first-page":"500","volume":"22","author":"Fellenius B.H.","year":"1989","journal-title":"Geotechnical Special Publication"},{"issue":"2","key":"p_12\/p_12_1","first-page":"32","volume":"19","author":"Fellenius B.H.","year":"2001","journal-title":"Geotechnical News Magazine"},{"issue":"1","key":"p_13\/p_13_1","first-page":"35","volume":"19","author":"Fellenius B.H.","year":"2001","journal-title":"Geotechnical News Magazine"},{"issue":"2","key":"p_15\/p_15_1","first-page":"35","volume":"20","author":"Fellenius B.H.","year":"2002","journal-title":"Geotechnical News Magazine"},{"issue":"2","key":"p_17\/p_17_1","doi-asserted-by":"crossref","first-page":"107","DOI":"10.1680\/igeng.1995.27590","volume":"113","author":"Fellenius B.H.","year":"1995","journal-title":"Proceedings of the Institution of Civil Engineers, Geotechnical Engineering"},{"issue":"2","key":"p_23\/p_23_1","doi-asserted-by":"crossref","first-page":"149","DOI":"10.1680\/geot.1973.23.2.151","volume":"23","author":"Lambe T.W.","year":"1973","journal-title":"G\u00e9otechnique"},{"key":"p_24\/p_24_1","first-page":"195","author":"Meyerhof G.G.","year":"1976","journal-title":"Journal of Geotechnical Engineering, ASCE, 102(GT3)"},{"issue":"1","key":"p_25\/p_25_1","doi-asserted-by":"crossref","first-page":"151","DOI":"10.1139\/t90-014","volume":"27","author":"Robertson P.K.","year":"1990","journal-title":"Canadian Geotechnical Journal"},{"issue":"8","key":"p_26\/p_26_1","doi-asserted-by":"crossref","first-page":"987","DOI":"10.1061\/(ASCE)1090-0241(2005)131:8(987)","volume":"131","author":"Rollins K.M.","year":"2005","journal-title":"Journal of Geotechnical and Geoenvironmental Engineering, ASCE"},{"key":"p_33\/p_33_1","doi-asserted-by":"crossref","first-page":"1307","DOI":"10.1007\/s10706-005-2023-z","volume":"24","author":"Viana da Fonseca A.","year":"2006","journal-title":"Geotechnical and Geological Engineering"}],"container-title":["Canadian Geotechnical Journal"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/www.nrcresearchpress.com\/doi\/pdf\/10.1139\/t06-105","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2020,1,5]],"date-time":"2020-01-05T21:24:59Z","timestamp":1578259499000},"score":1,"resource":{"primary":{"URL":"http:\/\/www.nrcresearchpress.com\/doi\/10.1139\/t06-105"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2007,2,1]]},"references-count":13,"journal-issue":{"issue":"2","published-print":{"date-parts":[[2007,2,1]]}},"alternative-id":["10.1139\/t06-105"],"URL":"https:\/\/doi.org\/10.1139\/t06-105","relation":{},"ISSN":["0008-3674","1208-6010"],"issn-type":[{"value":"0008-3674","type":"print"},{"value":"1208-6010","type":"electronic"}],"subject":[],"published":{"date-parts":[[2007,2,1]]}}}