## Answers

Building B) fold Building (A) 13 64 kN/m2 7 23.3 kN/m2 (for new NGL 2m Sand, I 2 18 kN/m² y C = 9-es om Clay, I = 20 kN/m² W 230% C=0.2 logo-logo Gs = 37. Cuzossm’lyr Q12 WG 2003X272 0081 Rock 1.

OCR = Mascimum effective stress applied in past Existing Effective stress es 23.3713064 + 1S X2 + (20-10) x4 23.3 + 15x2+(20 +03x4 2 00896 4.1461 2o avoid ratio of clay layer immediately after removal of a = b es = WG dl=081 e-G 0.8t es b) Ce = 2002 logl93.3)-logL8364) 1.969-1922

le 20.806 C volt ratio after evemoval of A) 30 as. After immedlately removal of A to +A5 AH= Cc Ho teo logia 18694 2002x8 1 +0.81 logio to = 0.8839 x 0077 = 0006&BALY 0.1626 m നന്നാക zo 162.6 mm b) Afts very long time from removing A A# Dom X 30C8 AH = 0.28 1 +0.81 logro 150 tar st 2 Co2001 0.8239 x 228809 Be z OCQK8 0.8829 xlog 93.3 70 2 0.1103 m 2 110.3 mm

Total settlement 162.6+ 110.3 22729 mm 4. Tome for% 50%. Tv - U? Tigo 20.196 4 TV a Cut d² Bo 1962 0.5 mHyr xt ţ t = 0.19 688² Oos 2 25.088 years

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