Example 13.1An infinite slope is shown in Figure 13.4. The shear strength parametersat the interface of soil and rock are as follows: c = 18 kN/m², ' = 25°.a. If H-8 m and 3 = 20°, find the factor of safety against sliding onthe rock surface.b. If 3= 30°, find the height, H, for which F,-1.FIG. 13.4#1Density.p1500 kgRock(iv

The shear strength parameters at the interface of soil and rock are c'=18 kN/m2ϕ'=25oDensity,…

An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c'= 18 kN/m², d' = 25°. a. If H-8 m and 3-20°, find the factor of safety against sliding on the rock surface. b. If ß-30°, find the height, H, for which F,- 1.

An infinite slope is shown in Figure 13.4. The shear strength parameters at the interface of soil and rock are as follows: c'= 18 kN/m², d' = 25°. a. If H-8 m and 3-20°, find the factor of safety against sliding on the rock surface. b. If ß-30°, find the height, H, for which F,- 1.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The coefficient of static friction for both wedge surfaces is 0.48 and that between the 37-kg…

A: Given μs=0.48m=37 kgμ=0.60 To find P

Q: Assume that the the soil is no cohesion and it at rest conditions. There is no also lateral movement…

Q: A 6 m long cantilever concrete beam is supporting a uniformly distributed load of w = 2 kN/m and a 3…

A: To find slope and deflection at C

Q: Q1/ 30 MМ 60 MM IF : N.A |= 27 * 10° mm 120 MM V= 19.5 KN Determine the maximum and minimum shearing…

A: Given- MOI (I)= 27× 106 mm4Shear force( V)=19.5KN

Q: and right embankments are 11 and 13 kN/m³, respectively. Determine the stress increase Two…

Q: • A two-span continuous one-way slab with span length of 4.3 meters is integral with its beam…

Q: Plot the shear force and moment diagram between AB, assuming that the soil pressure to the…

A: Draw the free body diagram.

Q: The trapezoidal earth embankment below has a unit weight of, Y 17.25 KN/m3, determine the stress…

A: Given : Unit weight of embankment = 17.25 kN/m3 Stress increase at point A needs to be determined

Q: Two plates each 25 mm thick and 130 mm wide are fastened by three 20 mm diameter rivets. Assume that…

A: P=70kN Number of rivet =3

Q: (Use The Figure (10.20) to find the solution of this question) Two embankments loads on silty clay…

A: Given, γleft = 11 kN/m3 γright = 13 kN/m3

Q: 12.00 kN/m 3.45 m 35.70 kN/m

Q: For the beam shown, determine the support reactions and draw the stress diagrams. shear and bending…

Q: A 40° slope is excavated to a depth of 10 m is a deep layer of saturated clay of unit weight 20…

A: ##Calculation of factor of safety of load###

Q: Two plates each 25 mm thick and 130 mm wide are fastened by three 20 mm liameter rivets. Assume that…

A: Diameter of rivet d =20mm Thickness of plate t=25mm Number of rivet n=3

Q: Qs: For the figure below and by using Khosla's Theory. 1. Find the corrected percentage of pressure…

A: empirical method of design the complex profile divided into various simple profile. 3 correction…

Q: A cut is to be made in a soil having γ = 18 kN/m3, c = 40 kPa, and φ = 15°. The cut slope makes an…

A: Note: As per the policy of the company, maximum three sub-parts can be answered at a time, so, here…

Q: The principal stress orientation and maximum in-plane stress orientation are allways from each…

A: ans: option (d) is correct 45 degree offset 90 degree offset

Q: B 60 kN/m

A: Given:- To find:- Shear force and bending moment diagram Absolute maximum shear force and bending…

Q: The coefficient of static friction for both wedge surfaces is 0.41 and that between the 31-kg…

Q: Based on the geometry calculation of the drawn Mohr circle, what is the minor principal stress (ơ3)…

A: Step : 1 Mohr’s circle :- It is a 2-D graphical method for plane stress problems. Mohr’s circle…

Q: The cross-section of a braced cut on a stiff, fissured clay (Y = 19 kN/m³, C = 40 kN/m2) is as shown…

A: Given data,

Q: Total stress effective stress of rock grains - pore Pressure. %3D

A: 3.Total stress at a point is defined as the sum of the stress exerted by the total weight (solids…

Q: Determine the increase in vertical stress at a depth of 5 m below the centroid of the foundation…

A: Consider the given figure.

Q: has a which was constructed wi 30 kN/m², p с = = 20 kN/m³. The height of the is 20 m. Using Taylor's…

Q: From distace x = 0 to x = 5m, the slope of the shear diagram is equal to 10 KN/m. The change in…

Q: a. IfH - 5 m and B - 18°, find the factor of safety against sliding on the roe surface. b. If B =…

Q: For the given failure surface, identify the different flownet lines (what they indicate), and…

A: Question is based on stability of slope . In the question unit weight of soil, cohesion and angle of…

Q: Given the soil element below, determine the normal stress at the center of the Mohr's circle (or the…

A: Given:Required:Center of Mohr circleAngle for no shear stress plane

Question

Example 13.1
An infinite slope is shown in Figure 13.4. The shear strength parameters
at the interface of soil and rock are as follows: c = 18 kN/m², ' = 25°.
a. If H-8 m and 3 = 20°, find the factor of safety against sliding on
the rock surface.
b. If 3= 30°, find the height, H, for which F,-1.
FIG. 13.4
#1
Density.p1500 kg
Rock
(iv

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: Factor of safety

VIEW

Step 3: Depth of slope failture

VIEW

Solution

VIEW

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Calculate the soil density in pcf to be used for ground support/loading calculations for the following soil beneath the water table. Dense, sandy clay soil below the water table. ε = 0.58 S.G. = 2.45
Solve 9,10
The coefficient of static friction for both wedge surfaces is 0.34 and that between the 34-kg concrete block and the 25° incline is 0.66. Determine the minimum value of the force P required to begin moving the block up the incline. Neglect the weight of the wedge. P 3.7 Answer: P = 34 kg 25° N
A shear force of V = 2.6 kips acts on the thin-walled section. Using dimensions of a = 3 in., b = 5 in., h = 6 in., and t = 0.35 in. (where t is constant throughout the entire cross section), determine the shear flow magnitude at points A, B, and C. %3D A N.A. г (tур.) a Answers: 114.031 Ib/in. 9A = 9B = 228.063 Ib/in. 9c = 206.708 Ib/in.
O
Solve the slope at each support and the deflection at the midspan (pt. C), interms of the flexural rigidity. Use EI as constant, l=10 meters, P=75 kN.
Problem Given: • cantilever beam, fixed support at A • W = 15 kN/m • L=6m . El = constant Determine the following: 1. deflection at B 2. slope at B 3. deflection at midspan W L