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Problem: The cantilever retaining wall shown in the figure resists active lateral earth pressure throughout its length.
1. Calculate the total lateral force on the wall due to active pressure in KN
2. Determine the overturning moment due to lateral earth pressure in KN-m.
3. Determine the resisting overturning moment in KN-m
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- 2. Complete the consolidation table below. H₁ - 25 mm A = 50 cm² Volume 125 cm³ W, = 190.4g *Sensitivity of dial guage = 0.01 mm OBSERVATIONS Applied Dial guage Pressure Reading (kN/m²) 0 10 20 40 80 160 320 640 0 480*-* 472 460 422 380 334 285 238 354 Change in thickness, ΔΗ (mm) G-2.68 Y-1 g/cm³ W=25.04% H= H₂ + AH CALCULATIONS H-H, Void Ratio, e= (H-H₂)/H,CALCULATE THE MIDSPAN VALUE OF 5.7m EIY Wo = 101.6 kyl 5.7m B DATEProblem 7 n = Gs= Saturation = 42% 2.65 70% @DY e= p= y = g/cm³ lb/ft³
- Q=25m^3/s b= 4m Yu=6m Fgd=500knQ: I an oedometer test on a specimen of saturated clay (Gs = 2.72), the applied pressure was increased from 107 1o 214 kPa and the following compression readings recorded: TaBLE| Tmen 0 025 05 1 225 4 &5 9 16 Guugelmm) 78 742 732 721 6% 678 &6 643 637 Teme(mi) 25 % 4 s om0 X0 a0 Guge(nm) 629 626 621 618 616 615 610 602 After 1440 min, the thickness of the specimen was 15.30 mm and the water content was 23.2%. Determine the values of the coefficient of consolidation and the compression atios from (a) the root time plot and (b) the log time plot. Determine also the values of the coefTicient of volume compressibility and the coefficient of permeability.1.GIVEN: The vessel is initially full. Do = 200 mm %3D C = 0.8 REQUIRED: Time to empty the vessel. 15 m. 10 m 1.6 m 1.4 m As
- W1 = 10 KN/m a = 2m b = 3mFor a given soil, the following are given Gs 2.64, moist unit weight = 17 4 kN/m3, and moisture content = 11.51% Determine the weight of water, in kN, to be added per cubic meter of soil to reach 82% degree of saturation. Round off to three decimal places. h> A Moving to another question will save this response. Activte Ruestion 2 of 20 Go to Settings to activate Windows ASUS W R- T Y] G H. V.A DrahmedsoilMechanicsnoteschapter5.pdf EMENT%20LURI/Downloads/DrahmedsoilMechanicsnoteschapter5.pdf of 62 Q 3.50 m 5.27 The dam shown in Figure is located on the anisotropic soil. The coefficients of permeability in the x and z directions are 5*107 and 1.8*10 m/s, respectively. Determine the quantity of seepage under the dam. Ans.: Nr = 3.25, Na = 12, q = 1.1 10 m/sec/m 15.00 m 1.00 m 3.00 m 8.00 m 33.00 m 8.00 m Soil Mechanics (177) Civil Eng. Dept, - College of Eng Assistant Prof. Dr. Ahmed Al-Obaidi 12:05 AM 4/12/2021 144 8. U. H. J. MI
- From the given profile levelling notes: STA BS FS IFS ELEV BM1 0.95 225.54 3.13 2.34 TP1 3.13 0.64 2.72 4 2.81 3.19 6. 0.55 7 0.85 ТР2 2.16 1.28 8. 0.99 9 1.23 10 21.7 11 2.83 ТРЗ 0.82 2.37 ТР4 1.35 3.54 12 3.66 BM2 1.24 a. What is the difference in elevation between 5 and 2? b. Calculate the elevation of TP2. c. Calculate the elevation of BM2.Calculate the equivalent hydraulic conductivity for the following soil sample: 1.5 ft Water O: K-2x10* ft/sec O: K=3x10* ft/sec O: K-4x10 ft/sec : K-5x10 ft/sec Water (2) 4 layers@ 0.5 ft thick each 10 ft O 0.00035 ft/sec O 0.00031 ft/sec O 0.00003find : 1- M AB = .... ? 2- M BA = ...... ? 3- M BC = ....... ? 4- M CB = ....... ? 5- R B = ........ ?