H.Q 5 Figure below shows an embankment load on a silty clay soil layer. Determine the stress increase at points A, B, and C that are located at a depth of 5 m below the ground surface. + 6 m I Center line IV:2H IV:2H 10m y=17 kN/m? 5 m

GEO NO. 6 SOLVE AND SHOW THE COMPLETE SOLUTION.

Please use figure 6.18 , p.288  (principles of engineering foundation 8th ed) Braja M.Das

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Problem (2): Shaft BC is hollow with inner and outer diameters of 90 mm and 120 mm, respectively. For the loading shown Determine: • The minimum shearing stress in shaft BC. The maximum shearing stress in shaft BC. 0.9 m 0.7 m d 0.5 m A |120 mm TA = 6 kN - m В Tg = 14 kN m C D Tc = 26 kN - m Tn = 6 kN · m

Q2/ Calculate the vertical stress in a soil mass at a depth of 5m vertically below a point load of 5000 KN acting Variation of vertical stress. (up to lom) at adepth Sm. QIP √₂ = 2² 3 [p = 2-11 [11 1+ (글)2. 5/2 near the surface. Plote the with radial distance

(Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay soils layers as shown below. Unit weights of the left and right embankments are 11 and 13 kN/m², respectively. Determine the stress increase under the embankments at point A that are loaded at a depth of 4 m below the ground surface. Center ine 1V:1H y= 11 kN/m 5m 13 N/m Figure 10.19 Embankment loading 050 3.0 20 045 14 12 LO 0.40 09 07 0.35 06 0.30 04 025 020 02 a10 Figure 10.20 Osterberg's chart for determination of vertical stress 0.00 TT TT due to embank- 100 ment koading 327 HEAI

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19).png + Add to t 12. What is the vertical effective stress at point, X in the soil profile given below? V 12 ft Water, Yw = 62.4 10 ft Loose sand, Ysar 115 pcf Dense sand, Ysa 130 pcf A. 1,878 psf B. 3,750 psf C. 4,499 psf D. None of the above. Q J 20 ft X C Ⓒ A Ca 6 7 Edit & Create v ENG IN