For two infinite slopes (one in dry condition and other in submerged condition) in a sand deposit having the angle of shearing resistance 30 °, factor of safety was determined as 1.5 (for both slopes). The slope angles would have been..

Situation 1: A triaxial test is conducted on a cohesionless soil. Failure occurs when the deviator (plunger) stress is 360 KPa. The angle of friction of the soil is 28 degrees. Determine the following: The angle that the failure plane makes with the horizontal a.) 61 b.) 59 c.) 63 d.) 57 The confining pressure in KPa a.) 203.4 b.) 215.4 c.) 224.7 d.) 209.6 The shearing stress at failure plane in KPa a.) 152.4 b.)146.6 c.) 158.9 d.) 163.7

A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance q, and sleeve friction f.. Determine the soil present at these depths. Cone resistance, Sleeve friction, Depth (m) 9. (MN/m?) f. (kN/m?) 0.21 12.5 10 1.05 40.5 15 3.23 75.2 20 9.66 60.7 25 12.50 62.5

IT IS NOT GRADED QUESTION. PLZ, SOLVE IT both parts a and b     Geotechnical Engineering-2

10. What will be the co-efficient of passive earth pressure, at a depth of 8m in cohesion less soil sand with an angle of internal friction of 30° when the water rises to the ground level? a) 4 b) 5 c) 3 d) 1

Compute the cohesion of the clay. The results of a three consolidated undrained tri-axial tests on a saturated clay are as follows : a. 10.45 kPab. 12.25 kPac. 11.62 kPad. 15.62 kPa

Question 1 Figure Q1 shows a vertical cross-section of a site. The ground water table is located at 2 m below the ground surface. Dry and saturated unit weights of the sand are 16 kN/m³ and 20 kN/m³, respectively. The clay is normally consolidated and has a saturated unit weight of 18 kN/m³ and an effective friction angle of 32°. The unit weight of water is taken as 10 kN/m³. (a) (b) (c) (d) (e) Calculate the vertical effective stress at Point A. Calculate the horizontal effective stress at Point A. Calculate the normal stress and shear stress acting on a plane oriented 60° from the horizontal plane at Point A What is the maximum horizontal shear stress that the soil at Point A can take before failure? What is the maximum shear stress along a plane oriented 60° from the horizontal plane that the soil at Point A can take before failure? 2m 4m 2m 8A Sand Clay Figure Q1

(1b) Estimate the settlement of a 10 m square area loaded 1 m at 100 kN/ m3 placed 1 m below ground level with ground water at the level of the footing. The static cone resistance   values for the sand deposit are as follows: G.L to 6 m = 8000kN/m3,6 -11 mm = 10,000kN/, below 11 m =12,000kN/m3.

Subject: Soil Mechanics

Geotechnical.