110_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

110_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 - et...

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BC23 o Das (1998) presents a conservative SPT method from Peck, Hansen and Thornbum 1974 Note that qa ,D, and B are given in base 81 units (Pa and m), although the formulae are dimensionally unbalanced. Ca) 0/8 = 1 (b) 0/8 = 0.5 (c) 0/8 = 0.25 600 .---,__--,. ......... 1.5 1.0 0.5 o 1.0 0.5 o 1.0 0.5 a ~ sao C) 200 Z III: 100 < '" III WIDTH OF FOOTING, 8 Fig. 10.1. Design chart for proportioning footings on sand' (after Peck
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Unformatted text preview: et al., 1974). o Use [N1]S5 values. Bearing Capacity is for 25mm settlement CPT Correlations for Bearing Capacity 0/1-3 2 U, D.S D.' DD r----,. ..,._.,. ...._~_--"T""". .,. ...... , . D.D7S • :D.D5D-) D.D2S .. I, In na. 10.3. Allowable 'bearlaa pre ..ure e.t1IIated froa cODe-peDetrolMlter.· tut. ....
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This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.

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