Seepage and Slope Stability HO8

Seepage and Slope Stability HO8 - CE 563, Seepage &...

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Unformatted text preview: CE 563, Seepage & Slope Stability Handout #08 Page 1 of 6 CE 563, Seepage & Slope Stability Handout #08 Page 2 of 6 CE 563, Seepage & Slope Stability Handout #08 EM 1110-2-1901 30 Sep 86 a. True section for kh = kv and transformed section for anisotropic conditions. b. True section for flow net in a for kh = 4kv c. True section for flow net in a for kh = 9kv Figure 4-9. Flow nets constructed on transformed section and redrawn on true 155 ) section (courtesy of John Wiley and Sons 4-15 Page 3 of 6 CE 563, Seepage & Slope Stability Handout #08 EM 1110-2-1901 30 Sep 86 4-16 Page 4 of 6 CE 563, Seepage & Slope Stability Handout #08 EM 1110-2-1901 30 Sep 86 4-17 Page 5 of 6 CE 563, Seepage & Slope Stability Handout #08 EM 1110-2-1901 30 Sep 86 a. Identify boundaries b. Determine deflection of flow net at interface between soils with different permeabilities. c. Trial flow net d. Final flow net Figure 4-12. Flow net construction for a composite section (courtesy of John Wiley and Sons155) 4-18 Page 6 of 6 ...
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This note was uploaded on 02/03/2012 for the course CIVIL ENGI 563 taught by Professor Seepage during the Spring '11 term at Idaho.

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