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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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- Determine bulk unit weight if dry unit weight 16 KN/m3 water content 0.44At 68 ˚F water has a dynamic viscosity of about 2.11 x 10 -5lb-s / ft2, solve the kinematic viscosity (in ft2/s) of water whose specific gravity is 0.998. Note ?????? =62.4 ??/??3 at normal condition.Given: a= 1.57m b= 1.16m c=0.68m Carbon tetrachloride,sg=1.60 Determine the pressure difference (kPa) between points A and B. Neglect sign
- Mlss conc of tank.I'm looking for a conclusion based on this given result from the hydrostatic pressure on plane surface 1. PARTIAL IMMERSION Trials 1 2 3 Total weight on arm M (grams) 50 g 100 g 150 g Depth of Water y (mm) 49 mm 65 mm 80 mm Force on End Surface (experimental) (N) 734.41 N 1512.76 N 2334.59 N Force on End Surface (theoretical) (N) 883,267,875 N 1,554,271,875 N 2,354,400,000 N Depth of Center of Pressure (mm) 16.33 mm 12.67 mm 26.67 mm 2. COMPLETE IMMERSION Trials 1 2 3 Total weight on arm M (grams) 250 g 300 g 450 g Depth of Water y (mm) 109 mm 122 mm 160 mm Force on End Surface (experimental) (N) 4109.31 N 5009.00 N 7704.15 N Force on End Surface (theoretical) (N) 4,340,925,000 N 5,297,400,000 N 8,093,250,000 N Depth of Center of Pressure (mm) 73.12 mm 83.57 mm 117.58 mmTake water content as 50% and G =2.8
- Q2) Calculate the value of pressure ∆p onside the rain water droplet , if we knowthe radius R=0.2mm and the surface tensionδ = 0.074 N/MDetermine the submerged depth of a cube steel 0.30 m on each side floating in mnercury. Thespecific gravity of steel and mercury are 7.8 and 13.6 respectively.With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the rate of 305 gal/min). The aquifer is confined, and the depth has been measured from well logs and is 150 ft. please show using this data how to calculate transmissivity (T), the hydraulic conductivity (K) and Storativity (S) for the aquifer. Thank You s (m) t (sec) 20.7 4074.3 30.76 6054.6 46.3 9054.6 67.33 13254.6 107.26 21114 152.67 30054 209.37 41274 305.38 60114 451.68 88914 671.44 132174 946.07 186234 1321.9 260214
- What does the M=10 Kn.m represents? how do you call it? why on the Ma - 10 - (6.... why it is not Ma + 10. Please be specific I have doubts on this last steps of solution.Oil (µ = 0.35 Pa-sec) flows through a horizontal 20 cm diameter circular pipe. The velocity at any point in the pipe’s cross-section a distance at a distance y from the center is: V =64(r² − y²) / μ where: r = 10 cm (radius of the pipe) Determine the following: a) Maximum flow velocity (m/sec) b) Shear stress (Pa) at the pipe’s centerline c) Shear stress (Pa) at the pipewalls?Q: 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.