It is the loss of bearing capacity of soil due to earthquake or ground motion. Select the correct response: Consolidation Shear failure Liquefaction Landslide
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- The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR=2. Pls answer asap. 3 decimal places.The tensile strength of an anchor to be manufactured on a clayey soil does not depend on which of the following?a. Root zone diameterb. root zone lengthc. to adhesion force d. Cohesion forcee. Free zone lengthThe stresses induced by a surface load on a loose horizontal sand (ɸ = 30o) layer were found to be σv = 6.0 kPa, τv = 1.6 kPa, σh = 3.7 kPa, and τh = -1.6 kPa. By means of Mohr circles, determine if such a state of stress is safe. If so, what is the factor of safety? Use FS = τff(available) / τf(applied) for the definition of factor of safety.
- Describe in detail Stress within the Soil Mass Resulting from Vertical Surface Loading.A consolidated-undrained test on a normally consolidate clay yield the following results: Confining Pressure = 151 KPa; Deviator Stress = 187 KPa; Pore Pressure = 71 KPa. Calculate the consolidated undrained friction angle. Please answer this asap. For upvote. Thank you very muchShear Stress 5. Please provide proper discussion and illustration. Clear and complete solution please thank you. A clay soil has an undrained shear strength (cohesion, Cu) of 800 psf. How could the strength of this soil be increased?
- A strip footing carries a load 14506 lbs per foot of length. The footing has a width of 2.3 ft. Determine the increase in vertical stress directly below the center of the footing at a depth of 0.8 ft. Provide your answer in psf, to 2 decimal place. Do not include units in your response.Maheusaiac:: — Dadames i Q5: Figure below shows a soil profile. The uniformly distributed load on the ground surface is Ac. Estimate the primary consolidation settlement of the clay layer given these values: Hl=15m, H2=2m,H3=25m Sand 0.62, Gs = 2.62 Clay: 0.98, Gs =2.75, LL = 50 Ac =110 kN/m* Ao H, Sand Groundwater tableA soil profile is shown below. A uniformly distributed load, Δp = 51 kPa, is applied at the ground surface. Assume Cs = 1/5 Cc Determine the settlement of the clay layer caused by primary consolidation if: a. The clay is normally consolidated b. The pre consolidation pressure pc is 216 kPa c. The pre consolidation pressure pc is 151 kPa Please answer this asap. For upvote. Thank you very much
- 2. A soil specimen is subjected to a tri-axial test. The soilspecimen is cohesionless. If the shear stress that causesfailure is 280 kPa and the normal stress at failure is only480 kPa.a) Determine the angle of shearing resistance,b) Determine the angle that the failure planemeasured from the major principal plane.c) Determine the total axial stress at which failure isexpected to occur.Show full solutions and informative drawings. 1. Determine the average pressure using Simpon's rule 2. Determine the primary consolidation settlement of the clay layer if it is normally consolidated. NOTES: Correction in the figure. Gs is not 45. The liquid limit is 45. The footing is a square footing 3m x3mA test plate 30 cm x 30 cm resting on a sand deposit settles by 10 mm under a certain O loading intensity. A footing 150 cm × 200 cm resting on the same sand deposit and loaded to the same load intensity settles by