Incremental Vertical Stress - for each of the graphs below, choose the correct answer using the graphs a b or c for each.
1) UDL over limited area at the ground surface
2) Soil mass
3) UDL over extended area at the ground surface
Ans) Curve 'c' is produced by UDL over limited area at ground surface. At the surface, the stress is maximum due to loading but it decreases as the depth increases. So, curve 'c' matches with case
Ans) Curve 'a' is correct for soil mass because stress due to soil mass will always increases linearly with depth
Ans) Curve 'b' is produced by UDL over extended area at ground surface because the stress will remian constant with depth so curve 'b' matches with this case .
Incremental Vertical Stress - for each of the graphs below, choose the correct answer using the...
Incremental Stress-Soil Mechanics. Show working and select the
right option
Refer to the cross-section profile through a soil stratum with a point load (P) acting on the surface. Points A & B are at the same depth, similarly points C&D are at the same depth. Horizontal & vertical distances are plotted on the same scale.Using the understanding of variation of incremental vertical stress induced by a point load on the surface, compare the values of incremental vertical stresses at points...
5. A rectangular foundation of 4m x 6m (as shown in Figure 5) transmits a stress of 150 kPa on the surface of a soil deposit. Plot the distribution of induced vertical stresses with depth under points A (the centre of the rectangle), B and C up to a depth of 20 m. 4m - B 6m 2mc Figure 5
A rectangular foundation of 4m x 6m (as shown in Figure 5) transmits a stress of 150 kPa on the surface of a soil deposit. Plot the distribution of induced vertical stresses with depth under points A (the centre of the rectangle) and B up to a depth of 20 m 5. 4m 2m C 2m Figure 5
(a) Determine and draw the lateral pressure distribution (active hydrostatic) acting on the smooth wall shown in Figure 2. The water table is at the interface of the soil layers. (8 marks) Soil 1: c'0 kPa, ' 32 y 16 kN/m 2 m 4 m Soil 2: c'-5 kPa, 30° Yet20 kN/m3 Figure 2 (b) In Figure 3 below, the L-shaped area carries a 200 kN/m2 uniform load. Determine the vertical stress increase due to the loading at a depth...
INSTRUCTIONS Determine what is required in each situation using Mohr circle analysis. Use a compass to create a perfect circle, and a protractor to measure angles. Problem 2. A consolidation test has been performed on a sample obtained from a saturated clay at a point 6.50m below the ground surface. The groundwater table is at the ground surface and the unit weight of the clay is 18.5 kN/m3. The measured preconsolidation stress was 260 kPa. (a) Determine if the soil...
Civl/Geotechnical Engineering - Show your working and select the
best option below.
Given the soil profile below with a aline load Q acting on the surface with points A and B at the same depth, and C and D at the same depth. Determine if the variation of incremental stress induced by the line load on the surface compares to the incremental stresses at poitns A, (AOA) & B, (AB). Q[kN/m] Ground Level B A0AA03 O A0A-40B There is no...
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth is 1 m. The soil beneath this footing has the following properties: y = 18 kN/m”, Ysat = 20 kN/mº, c' = 5 kPa, and o' = 36º. The groundwater table is at a depth of 2 m below the ground surface. Compute factor of safety against bearing capacity failure.
3. A) Estimate the profiles of vertical effective stresses for the following problem from the ground surface to 4.5 m depth (same soil unit). B) What would happen to the effective stress profile if the ground water table rises to the level of the ground surface? Compute the corresponding vertical profiles of total stress, pore water pressure and effective stress. C) What would happen to the effective stress profile if the water table moves 4.5 m above the ground surface??...
FIGURE P8.11 8.12 Figure P.8.12 shows an embankment load on a layer. Determine the stress increase at points A. B. which are located at a depth of 5 m below the groun K 6 mo Center line load on a silty clay soil oints A, B, and C, below the ground surface. 1V:2H 17:2H 10 m y =17 kN/m3 5 m c ------ FIGURE P8.12.
Vertical Incremental Stress/Strip &Rectangular loading
1) Show the steps for calculating m and n for point
B, 2) show your rectangle and 3) select one of the options
below which is correct for m and n for point B.
The figure above is the plan of a rectangular raft foundation carrying a uniformly distributed load. The raft is symmetrical about lines CD and CB. When computing the incremental vertical stress at 2 m below point B, what values of "m"...