Assuming unit formation width, determine the average porosity for the fol- lowing system when a = 0.20, 0 = 0.11, p = 0.29, L₁ = 0.35L, and h₁ = h₂ = 0.5 he a

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A: when the diameter of particle is greater than 0.1mm than , The expression for settling velocity is…

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Q: The polyethylene liner of a settling pond is subjected to stresses o, = 2,200 kPa. o, = 320 kPa. and…

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Q: Consolidation of Clay: Given Exercise Figure 7.4 and the accompanying information, what is the…

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A: Given data K2=K3= 4.95K1 K4= 4.69K1 K2 & K3 are parallel to the flow line

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A: Given: σ3= 125KPa, △uf = 40 KPa, Deviator stress = 250 Kpa

Q: Determine the value of void ratio if porosity 0.423

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Q: A normally consolidated clay layer of 4 m in thikness has overburden stress of 96.7 kPa and final…

A: step 1-

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Q: IV. A soil element is shown in Figure 3. (use equations) 130 kN/m² 35kN/m² 30⁰ 60 kN/m² 10 11. 12 +…

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Q: The compression curve (void ratio, e vs. effective stress, ) for a certain clayey soil is a straight…

A: given- Point 1-e=1.2σv=50 kPaPoint 2-e=0.6σv=800 kPa

Q: ess at points A, B, and C in the following figure. Sol 5-3 De properties are e = 0.65 and G = 2.68.…

A: Given e = 0.65 G = 2.68

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Q: From the following rocks prepare a list in order of their decreasing unconfined compressive…

A: The utmost compressive stress that a plastic specimen can sustain before rupturing or deforming by a…

Q: on a normally consolidated clay are given next: Axial Strain, % Aa, kN/m2 Ud, kN/m2 0.5 156 99 0.75…

A: Sigma3=392 kN/m2

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A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 1.) DERIVED THE FORMULA OF THE VOID RATIO, 2) DERIVED THE FORMULA OF POROSITY, n = V/v = W - W

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Q: Determine a. Angle of friction, o' b. Angle 0 that the failure plane makes with the major principal…

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Q: In a deposit of normally consolidated clay Lütfen birini seçin: O A. effective stress and water…

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Q: The results of a consolidated undrained test, in which o3 = 392 kN/m², on a normally consolidated…

A: Given : Results of a consolidated undrained test on a normally consolidated clay                σ3 =…

Q: Determine the void ratio if porosity 0.531

A: The given question is related with geotechnical engineering . In this question we are provided with…

Q: Calculate the void ratio for each value of effective pressure and plot a void ratio versus log s…

A: Given: Dry mass, MS = 128 g Specific gravity, GS = 2.75 Area of specimen, A = 30.68 cm2

Q: Consider the upward flow of water through a layer of kaolinite in a tank. The total thickness of the…

A: Note- Since we only answer up to 3 sub-parts, we’ll answer the first3. Please resubmit the question…

Q: =) For the soil deposit shown below, determine the maghltu following total stress pore water…

A: Total stress :⇒at z=0σ=0⇒at z=4σ=1.924=7.68tm3⇒at z=11σ=1.924+2.111-4=22.38tm3

Q: The sub-surface profile at a certain site is shown in Figure. Given that YSM =112pcf, YML =109pcf,…

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Q: In the given soil profile determine the 6.u and 6' of the points A,B,C and D. Show the variations in…

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Q: A block of rock has edge length (0.94m ,1.26m ,1.15 m ) the grain density is 2.87 g/cm3 find the…

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Q: effective stress for the soll at point A

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Q: Determine  the void ratio if porosity is  0.334

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Q: The sand layer shown is subjected to a downward flow of water. (52.58, 0.436, 14.36) In flow 0.70 Z…

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Q: Determine void ratio if value porosity=0.5

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Q: Find the value of Porosity if void ratio is 0.69

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Q: Consolidation of an undrained clay occurs at an effective pressure of 100 kPa and a shear stress of…

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Q: Q2: A cohesionless soil with a void ratio of e=0.6 and Gs= 2.65 exist at a site where the water…

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Q: Determine the value of void ratio if porosity  0.79

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Q: The water table in a deposit of uniform sand is located at 2 m below the ground level. Assuming the…

A: The water table in a deposit of uniform sand is located at 2 m below the ground level. The soil…

Q: Determine the vertical stress increase, Aoz, at point A with the following values: q1 = 90 KN/m; q2…

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Q: A Dry sand; e = 0.55 G, = 2.66 3 m B Water table 15 m Sand G, = 2.66 e = 0.48 5 m Clay w = 34.78% G,…

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Q: For the soil profile shown in the figure (1): 1- Calculate total vertical stress at the middle of…

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Q: nd the value of v osity=0.712

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Pressure and Stress