Handout16 - -l-·I-·L-·t-4-I-·-I!·-I I-~-i-~ I • 1-L n&-~~~-I~-~I ~8 31 7 • 0 Contours ofequal vertical stress beneath a

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Infinitely Long Foundation Square Foundation b 8 t--.--t :. ~----~--~ ~~---~-~~--~---~6~ , , I ... _- I I 7& , . _~--- . -- . -.---.-~ __I . ._ . _ , I 1 ; # ; 1----i----;-----:----:-.;'---&4 ! 'I I " ' i :: I~'· __ ~_ .. _~ ... __* __ •. ~ ", . . ___ "w_ i i ; ,,/ 95 ... -c. . . ",' i. __:__ l-~-_. ..;.;.-.O-OOt-3q-·-'-·-~-!:': I! 1011-. ..:--I. ..---'-J. ., ~~-'-----':'--I . __ I 10& -r'j "T--I--;--' . 111 '. ,. • _
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Unformatted text preview: . --l'--·I-·L-·t---4-I-··:--I-!··-I . , . , ' I-~-+--+----+----i,----~ I • 1----:-----;.----L. ,,-_.: . ... . .: n&-~~~_+-_-I~·--~I __-_ ~8 . 31 7. • 0 .' Contours ofequal vertical stress beneath a uniformly-loaded foundation on a semi infinite, homogeneous, isotropic solid - the Boussinesq analysis. Solution is applicable only to positions along the line a-b (after Sowers 1979)...
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This note was uploaded on 09/23/2011 for the course CIVIL ENGI CE 3400 taught by Professor Rosenblad during the Spring '11 term at Missouri (Mizzou).

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