ASAP PLS I'LL RATE The square footing shown in the figure carries a load of3500 kN. Assume that the stress below the footing isdistributed at a slope of 1H:2V. The clay layer isoverconsolidated with OCR = 2.3500 kN3 m x 3 m0.6 mYa = 17.5 kN/m³Sand0.6 mGWTSandYsat = 18.3 kN/m³1.2 mY sat =17.1 kN/m³C, = 0.06Clay1.2 me, = 1.4C. = 0.38Determine the increase in pressure at the midheight ofthe clay layer.O 120 kPa140 kPa110 kPa130 КPa A tank 12 m high is to be filled with oil with unit weightof 9.4 kN/m° as shown in the figure. Neglect the weightof the tank.12 mGWT3 mSand: y = 18.88 kN/m3Clay: y = 17.31 kN/m³e = 1.2714 mLI = 0.645PL = 20%%3DMC = 40%Calculate the minimum depth to which the tank's basemust be placed to minimize settlement.5.12 m4.38 m8.43 mO 6.24 m

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The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR = 2. = 3500 kN 3 m x 3 m 0.6 m Ya = 17.5 kN/m³ Sand 0.6 m GWT Sand Ysat = 18.3 kN/m³ 1.2 m Y sat = 17.1 kN/m³ C, = 0.06 Clay 1.2 m e, = 1.4 Cc = 0.38 Determine the increase in pressure at the midheight of the clay layer. 100 LD

The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR = 2. = 3500 kN 3 m x 3 m 0.6 m Ya = 17.5 kN/m³ Sand 0.6 m GWT Sand Ysat = 18.3 kN/m³ 1.2 m Y sat = 17.1 kN/m³ C, = 0.06 Clay 1.2 m e, = 1.4 Cc = 0.38 Determine the increase in pressure at the midheight of the clay layer. 100 LD

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.6P

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