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U (%) T, U (%) т, U (%) T, 34 0.0907 0.377 68 0.00008 35 0.0962 69 0.390 1 0,0003 0.00071 0,00126 2 36 0.102 70 0.403 3 37 0.Question 1 200kPa of construction stress was applied top of the soil layers as shown in the figure on below. The soft clay la

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200P Grartily Sand 21 FN/m3 Soft clay Ksat 16 kjm, 40o MPa Tmpamaale Rock Sat 24K/m3 beigining ( od S toen wh 『ニtoto S lacw PSetremut Consolidation Ho Cc Cs Ho 1+e0 sbew) 144.SKa 400Pa Paeconsolidation whu 3x (16 .81) Cox 21t оч ке Sp o x 6 ooh A 44.

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