131_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

131_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 -...

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OF17 60 50 -&- Plastic Clay - Clay-sih-sand mixtures -+- Clean Sand ~ Soft Limestone. very shelly sand 20 10 30 40 SPT NValues Figure 3 Concrete Piles: cylinder (0) 36 in.) End Bearing ~ 100 90 - LL. en SO t:: >- := 70 (,) IV Q" IV <.> 60 CII c .;:: IV 50 '" CD ~ c 40 w :=: c ::> 30 ~ '" .I:! ~ 20 0 ~ 16 -&- Plastic Clay - Clay-silt-sand mixtures --t- Clean Sand ~ Soft Limestone. very shelly sand 60 10 20 30 40 50 SPTNValues Figure 4 Concrete Piles: cylinder
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Unformatted text preview: (0 > 36 in.) Ultimate Unit Skin Friction 2 •••. ....•.•. .) •. ..••.••. .•. . j . : : ! ~ ..•. ~. J ~ : . I • • • : : : : : : : : I I • • 1 : : ' . . . ......... ~ ..... .l. ' o--IL en '=- 1.5 c .S! <;; 'I: IL '" 'D en := C ::> eu (Q ~ 5 0.5...
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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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