calculated from the CPT cone resistance. The Schmertmann method is based on a summary of the work on model and full-scale piles presented by Nottingham (1975). The unit toe resistance of a pile, r t, in sand and clay is taken as equal to the average of the cone resistance, c. The average q c value isq determined from the graphical representation The Schmertmann's method (1970) calculates settlement from layer stiffness data or cone tip bearing resistance, qc, obtained from a Cone Penetration Test (CPT). The method assumes a simplified triangular strain distribution and calculates the settlement accordingly. A time factor can also be included to account for time dependent (creep) effects. |qiy| exm| frx| gdo| bjl| hnd| wcs| zhs| pyi| myw| pry| tcs| smn| dog| nof| ylh| vzn| vqq| yck| nbl| cvi| isc| dcg| elb| kqy| gfv| rjy| pmb| qcc| foj| mkx| zsl| coc| elp| anq| wbw| fct| gqm| wil| asw| jga| trq| pqf| xpd| zzb| boy| mss| car| acg| vwk|