part_v_2 (1)

part_v_2 (1) - Secondary Compression". ASCE, JGE,...

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Adapted from Mesri et. al. (1994) ASCE, GSP No. 40. Also see Mesri et. Granular soils including rockfill Shale and mudstone Inorganic clays and silts Organic clays and silts Peat and muskeg 0.02 0.01 + 0.03 0.01 + 0.04 0.01 + 0.05 0.01 + 0.06 0.01 + Material C α /C e C α /C e Values of for Geotechnical Materials
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0.005 0.07 0.06 C α /C c = 0.045 0.05 0.04 0.03 0.02 0.01 0 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.004 0.003 0.002 0.001 0 0 0.02 0.04 0.06 0.08 0.10 0.12 C α = Δ e / log t e/ C α / C c = 0.029 C c = Δ e/ Δ log σ ` v C c = Δ e/ Δ log σ ' v Tar Sand C c = Δ e/ Δ log σ ` v Canadian Quick Clay Shale α / C c Concept and K o During
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Unformatted text preview: Secondary Compression". ASCE, JGE, 113(3), 230-247. C e vs. C c Relationships for three soils Test no. TR -1-2-3-4 Initial Properties Void Ratio = 0.504 Water Content = 8.2% Tar Content = 8.5% Degree of Saturation = 88% Test no. BFPD -1-2-3-4-5 W o = 29.4 % W l = 288 % W p = 44 % ' p = 4.8 MPa 0.012 0.008 0.004 0.1 0.2 0.3 0.4 0.5 BE-1 Test NO.-2-3-4-7-8-13-14-15-16 w o = 56-61 % w 2 = 46 % w p = 24 % ' p / ' vo = 1.31 C /C c = 0.035...
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This note was uploaded on 12/07/2011 for the course ESD 1.361 taught by Professor Charlesladd during the Fall '04 term at MIT.

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part_v_2 (1) - Secondary Compression". ASCE, JGE,...

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