Pls help w this assignment, handwritten work only A retaining wall has failed as shown in the diagram below. A block of soil (shown in yellow) isanalyzed in the field. Your careful field examination shows that the failure surface is at an angleof approximately 45 degrees with the horizontal.Your calculations (which have been checked for accuracy) show the following values for thestresses on the yellow block:Horizontal Plane:Vertical Plane:Normal Stress = 19 kN/m²Shear Stress 14 kN/m²RetainingwallNormal Stress = 36 kN/m²Shear Stress = -14 kN/m²Now you must find:(1) The maximum and minimum principal stresses and(2) The normal and shear stress on the failure plane.Using the pole method and verify your results using equations.MobilizedshearresistanceFailuresurfaceHint: Sketch the physical plane showing forces and failure plane (a free body diagram of the yellow box).Sketch the stress plane (Mohr Circle).Sketches draw to scale make analysis easier.

Data given Failure plane inclined at 450 to the horizontal Find: Using pole method and analytical…

A retaining wall has failed as shown in the diagram below. A block of soil (shown in yellow) is analyzed in the field. Your careful field examination shows that the failure surface is at an angle of approximately 45 degrees with the horizontal. Your calculations (which have been checked for accuracy) show the following values for the stresses on the yellow block: Horizontal Plane: Vertical Plane: Normal Stress = 19 kN/m² Shear Stress = 14 kN/m² Normal Stress = 36 kN/m² Shear Stress = -14 kN/m² Now you must find: (1) The maximum and minimum principal stresses and (2) The normal and shear stress on the failure plane. Using the pole method and verify your results using equations.

A retaining wall has failed as shown in the diagram below. A block of soil (shown in yellow) is analyzed in the field. Your careful field examination shows that the failure surface is at an angle of approximately 45 degrees with the horizontal. Your calculations (which have been checked for accuracy) show the following values for the stresses on the yellow block: Horizontal Plane: Vertical Plane: Normal Stress = 19 kN/m² Shear Stress = 14 kN/m² Normal Stress = 36 kN/m² Shear Stress = -14 kN/m² Now you must find: (1) The maximum and minimum principal stresses and (2) The normal and shear stress on the failure plane. Using the pole method and verify your results using equations.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

How does upward seepage affect effective stress? Why? What about downward seepage? Explain thoroughly.
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 x3m
A 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
A temporary excavation shown below is braced with a steel tube strut. Every morning, a misguided foreman tightens the screw mechanism on the strut "just to be safe". The stress on a soil particle at point A, just behind the wall, has been measured with pressure sensor installed by the Engineer. It now measures 40KPa. If the potential failure planes in the soil behind the wall sustain 60 degrees angles with respect to the vertical wall, determine the normal stress at point A along potential failure plane.
Part of an on-site investigation for a geotechnical study where a reservoir will be builtrectangular for storage yielded the following results: Depth (m) Soil Classification γt (kN/m3) 0-4 ML 18.6 4-5 SP-SC 19.65-9 CH 17.79-30 CH 18.2+30 weathered rock - a) Calculate and plot the total stress, effective stress, and pore pressure. Assume that the level water table is 1.8 m from the surface. Consider the specific weights of the soil of 1.8 m down as saturated. From 0 – 1.8 m, there…
A rectangular footing of B=3 and L=6 rests at the depth of 2 m below theground level. The stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3and the groundwater table is at a great depth. A pipeline is to be constructed under thefooting. In order to design the strength of the pipeline, calculate the stress increase on thepipeline by using Boussinesq’s Method in the case:a) Pipeline at 5 m below the centerline of the footingb) Pipeline at 5 m below the corner of the footing
A square footing, 2m x 2m in size, supports a column load of 300 kN. The soil characteristics are given in the shown figure. Field monitoring indicated that the foundation settlement was 19 mm during the first 12 months. Estimate the average stress increase in the clay layer due to the applied load. Estimate the primary consolidation What is the degree of consolidation after12 months? Estimate the coefficient of consolidation for the pressure range. Estimate the settlement in 24 months.
Question 01. Using the Fadum chart provided, calculate the total vertical stress due to 200 kPa uniform contact pressure at a depth of 6m below point A for the rectangular raft foundation as per Question 1 part of the attached image. L1 = 7m L2 = 3m B1 = 9m B2 = 4m Question 02. A section of the proposed foundation in Question 01 has an obstruction. A redesign is carried out as shown in Question 2 part of the attached image. The original proposed footprint was maintained, and the section removed from the design has a width of B3 = 2mCalculate the total vertical stress at the same depth below A and the same uniform pressure in Question 01.
For a Brinell Hardness Test, find the BHN if the force applied is 100kgf with indenter diameter of 10mm and indentation diameter of 8.4mm For a Vicker's Test, find HV in MPa if applied force is 100kgf with impression diagonals are 10mm and 8.4mm, respectively
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.
A strip footing 2m wide carries a load intensity of 400 kN/m2at a depth of 1.2 m in sand. The saturated unit weight of sand is 19.5 kN/m3 and unit weight above water table is 16.8 kN/m3. The shear strength parameters are C=0 and Ф = 350 . Determine the factor of safety with respect to shear failure for the following cases of location of water table :(a) Water table is 4m below G.L(b) Water table is 1.2 m below G.L(c) Water table is 2.5 m below G.L(d) Water table is 0.5 m below G.L(e) Water table is G.L itself
Describe about the Sand-Cone Method in detail.