11_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

11_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 -...

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812 o 48 38 2B 8 III 11 q 8 ~ ~ ~ V ~ 8 1-. :\l/I-""./ ~ rtf I'.'~) I- / OAq a~ I ~/v VI VI I , 11 28' I\. . ~ l' . 1--~'l.O; 1./ VI / I - /'0.' 0- I ~, l" / / \ , / / V I \ -O.2q \ V }_. .. . - .0.- . --\ -" . . . --- " I ~4/ J" I ..... i-"'~ / I \ 58 \ 68' 1\ ' ~ \ r". . I--O.lq- V 78 \ r\ \ \ "- \ ....... r". . V 88 "'-O.OBq:::: I.- 1\ 98, \ \. '\ 108 ~ ~ - -O.06q- - 118 48 38 2B 8 0 a. Inflnltely long foundation 8 U! J jJq 8 ,2B 38 48 ~.-.~ ~0.4;1 ~l\.' ~ t'. .. B ['. .O.2q. .... 'I \ "1\ , 1', , r\\ I Vj J \ \ 'l I"" \ "'" ..... O.lq V V ) , ., ~O.OBq' ~ \ \ "- --,v / \ \ - K \ 38 O.04q- /' J \ / , 48 1/ , ........... :-0.02q~ V / I '58 V I I 1/ I 'I, 68 V , r-. . v v t--O~Olq'" .' 71 I
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Unformatted text preview: " ... " 88 I , ~ , , 98 "--...... o.OOSq--108 . 118 8 28 38 48 b. Square foundation O)ntours of equal vertical stress beneath a foundation on a semiinfinite, homogeneous, isotropic elastic solid-the Boussinesq analysis: Stresses are given as proportions of the ~ uniform foundf:ltion pressure, q; distance,s and depths in terms ofthe founiation width, B....
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