Briefly explain the meaning of FS = 1.0 for sand followed by the infinite slope analysis.
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Briefly explain the meaning of FS = 1.0 for sand followed by the infinite slope analysis.
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- 1. Solve the traverse partitioning. Plot and label the traverse. Provide a step-by-step solution and a handwritten calculation. Attached above is the given and the sample problem.Please we really needed your help in this kind of difficult sample question provided as we don't know how to solve it please help us thank you and also this is really not a graded question this is only a sample problem that we need to understand how to solve it For the beam loaded as shown in the figure 3, determine the slope at B in degrees using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. a=6.1 m, b=4.1 kN/m, c=14.1 kN/m, d=24kNShow Solution. The answer should be 272.45
- A soil sample has the following properties: D60 = 3mm, D50 = 0.7mm, D30 = 0.2mm, D10 = 0.05mm. What is the Coefficient of Curvature? Answer to two decimal places.3) With the same symbols as problem (2), is the equation v = /2gr dimensionally consistent? 4) A rectangular parallelepiped has sides of lengths 2.00 m, 3.00 m, and 4.00 m. Another has sides 2.02 m, and 4.04 m. Find the difference in their volumes. To how many significant figures is the 3.03 m, difference known?Please help me in answering the following soil mechanics questions In the attached image, the cross-sectional soil profile of a road construction site can be seen. The plan is to construct a road embankment of height H = 3 meters, base width B = 10 meters, and top width A = 4 meters using a granular fill with a bulk density of 21 kN/m3. The embankment is symmetric about its vertical centreline. Here, the soil profile consists of the following (attached in image as well): 2-meter-thick alluvial sand layer (GS = 2.65; e = 0.47; ϕ′ = 32◦) Overlying a 3-meter-thick normally consolidated soft clay layer (GS = 2.75; w = 36.5%; ϕ′ = 20◦ Cc = 0.30; Ce = 0.05; mv = 5.6 × 10−4 m2/kN; k = 1.2 × 10−10 m/s) Underlain by 5-meter-thick deposit of dense sandy gravel (γsat = 20 kN/m3; ϕ′ = 35◦) At 10 meters depth, Impermeable bedrock is encountered. Here, ground surface is horizontal and groundwater table (GWT) is initially hydrostatic located at a depth of 2 meter below the ground surface. The…
- Problem 3: A house with 932 kN weight is built on a steep slope defined by points A, B, and C. To help assess the possibility of slope failure (mud slide), determine the components of the weight in directions normal (perpendicular) to the slope. The rectangular form of the weight is: * W = 932.0kN B 60 m C 180 m 130 m yif i want plot the Proctor curve for the borrow soil how do i do that also how did you get G=2.65 in solution 5The soil profile at a site is given in figure below. Water in a stand pipe inserted in the sand layer rise to an elevation of +20 m. A real estate company proposes to reclaim the area at this site by pumping out water from the lake and lowering the water level to EL = 0 and then proposes to construct a housing colony at this site. Which of the following observation is correct? EL = +20 m EL-+10 m EL=0 EL=-20 m EL--30 m Lake Silt Sand Rock Y=20 kN/m² k= 10 m/s Uniform pore pressure throughout the depth A Company should go ahead with the proposal. B Company cannot evaluate site condition as data is insufficient. C Quick sand condition may occur in silt. D Quick sand is not a matter of concern for silt layer.
- For the soil element shown, compute the stresses acting on the plane inclined by 40" with the horizontal plane then draw Mohr circle and place the stresses with respect to O.P. 20kPa 35kPa 100kPa 30 40°Q.1/Say whether the following statements are true (T) or false (F). Select 10 only: - 1. Ebb and flow results from moon attraction. 2. The term "matic rocks" means presence of light minerals. 3. Contour lines are not always parallel. 4. True dip represents the maximum value of a tiling bed. 5. Isometric system contains three unequal and perpendicular axes. The color of mineral Magnetite is same as its streak. 6. 7. Equivalents means rocks have same mineral composition but are differing in colors. Cleavage is present in some minerals. 8. 9. The Earth diameter is always constant. 10. Kant theory depend on catastrophic concept. 11. Presence of coal, lignite or anthracite reflects decay in an euxinic environment.Q: Briefly discuss the significance of determining relative density of soil. Subject: Geotechnical Engg