3. For the planar wedge shown below:22 mSlip surface39° 28°Calculate the factor of safety against plane failure assuming:p (degree) > (kN/m³)c (kPa)5528001850c: cohesion of rock mass; y: unit weight of rock mass; p: friction angle of rock massجیهان کاظی

Given values, H =22 m slope of inclination, i= 39° inclination of failure plane, θ= 28° cohesion, c=…

3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety against plane failure assuming: 9 (degree) y (kN/m³) c (kPa) 55 2800 1850 c: cohesion of rock mass; y: unit weight of rock mass; q: friction angle of rock mass

3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety against plane failure assuming: 9 (degree) y (kN/m³) c (kPa) 55 2800 1850 c: cohesion of rock mass; y: unit weight of rock mass; q: friction angle of rock mass

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter13: Slope Stability

Section: Chapter Questions

Problem 13.23P

See similar textbooks

Related questions

Q: Assignment 1- Annalise the loaded frame Draw bending moment diagram co= 60 kN/m B 3 m 3m E 6 m 6 m

Q: ya 30 m- S a Tula A three-hinged parabolic arch of total span 30 m has its two end supports at 4 m…

Q: In initial histories what are the main themes of Corporate Governance?

Q: Determine the magnitude of the vertical force Cy for the simply supported beam, where w = 8 kips/ft,…

Q: Show that the function f(x, y, z) = e3x+4y.cos(5z) satisfy 32f a2f + əx² Əy² 82f = 0 3z² 02f 02f 02f…

Q: 2/75 If the resultant of the loads shown passes through point B, determine the equivalent…

A: - In y direction : Ry = -10 + 4 - 12 = -18 kips - In x direction : Rx = 0 - Moment at point O : Mo =…

Q: H.W. 1: It is required to dewater a construction site, The bottom of the construction will be Im…

A: Given data:- Transmissivity( T )=800 m2 /day t0=15 days r=60m

Q: During a flood flow the depth of water in a 10 m wide rectangular channel was found to be 3.0 m and…

Q: Determine the force in members BC, BG, and FG 8 ft 8 ft 8 ft 8 ft с. B D 8 ft F G H 8000 lb 6000 lb…

Q: , compute the magnitude of their common velocity after the impact and the angle y vector with the…

Q: Determine the reactions and draw the shear and moment diagram. Use SLOPE-DEFLECTION METHOD ONLY. 20…

Q: Water flows through a pipe having an inner radius of 10 mm at the rate of 36 kg/h at 25°C. The…

A: Given:radius; R=10 mmDynamic viscosity of water; μ=0.001 kg/m.sMass flow rate; Q=36 kg/hr=0.01 kg/s

Q: Question:- Abuilding is 100m tall and is square in plan with all sides 25m in length. The wind…

Q: Assignment 1- Annalise the loaded frame Draw bending moment diagram co= 60 kN/m B 3 m 3 m 6 m 6 m &…

Q: Q3: In the orifice meter experiment we found the following data of sample: The volume of water…

Q: 3) Small wheels have been attached to the ends of rod AB and roll freely along the surfaces shown.…

A: Given:Velocity of wheel A, Va=1.5 m/s

Q: Calculate the spread rate per square metre (kg/m²) if the portion to be stabilised is 1450 m long…

Q: Find the solution of following Differential Equation where the solution represents the deflection…

A: Deflection at point b is solved by solving differential equation Here y represents deflection at…

Q: The beam ABC is to be loaded with a 300 lb/ft uniform distributed live load so it causes the largest…

Q: Question 9: Determine the vertical and horizontal components of force acting on radial gate ABC in…

Q: Problem III. Solve the problem using Conjugate Beam Method. From the given fixed beam at both ends,…

A: Conjugate beam method : The conjugate beam technique is a method for determining the slope and…

Q: Use the Iron carbon diagram to find 4 of the following 1- The range of solidification temp. (start…

Q: Problem 4: The beam is made from three boards nailed together as shown. If the moment acting on the…

A: Given Three wooden planks are nailed together and a moment of 650 N-m is applied. Required A-…

Q: A square culvert is connected to the outlet point of the natural flow path for the 50yr return…

Q: Determine the reactions at supports A and C of thethree-hinged circular arch.

A: Given data:

Q: 7- Resolve F2 into components along the u and v axes and determine the magnitudes of these…

Q: please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS The compound…

A: Given data: T=1179.9 NmU=4330 Nmx=3.03 my=2.25 mz=1.34 md=94 mme=76 mmCBr=35 GPaCst=83 GPaCal=28 GPa

Q: Using Moment Distribution Method, analyze the frame shown in Fig. (6). Support D moves 3 cm…

A: Using Moment Distribution Method calculation of End Moments ####

Q: A steel shaft rotates at 240 rpm. The inner diameter is 2 in and outer diameter of 1.5 in. Determine…

A: inner dia. = 1.5in outer dia. = 2in shear stress = 12ksi = 12000lb/in N = 240 rpm It has been…

Q: SITUATION 6 A project network is shown as below together with the breakdown of activities. START…

A: Critical path : Critical path is that type of path where sequence of activities determines the…

Q: The steel frame shown has a diagonal brace BD with an area of 1780 sq.mm. Determine the largest…

A: Check Determinacy In this given diagram there are four support reactions, RA , HA, RD Since D is a…

Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a frictionless…

Q: Aroadway sign weighs 6 kN and is supported by a structural pipe that has an outside diameter of 245…

Q: Complete the sieve examination table for aggregates below and calculate the fineness coefficient

Q: In its natural condition, a soil sample has a mass of 1.980 kg and a volume of 0.001 m³. After being…

Q: Determine the following: a. Flexural rigidity of the beam in kN-m². b. Slope at the ends and…

Q: Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: 2. Calculate area moment of inertia about the horizontal and vertical axis passing through centroid…

Q: For the frame shown in Fig.(4), find the rotation at joint b. Use "Unit Load Method". E = 20 10…

Q: Determine the relative compaction of asphalt pavement necessary for providing 4 % air voids assuming…

A: Air voids = 4% Gsb = 2.52% % of air voids=1-GsbGmm×1004100=1-2.52GmmGmm=2.625 Theorotical max.…

Q: Problem 01 The beam is supported by hinged at A & D and roller at B & C. Determine the reaction at…

Q: Assignment 1- Annalise th pending moment diagram co=60 kN/m Be 3m E 3m

Q: Force P with 7.10 kN magnitude acts along the parallelepiped's diagonal CE, pointing towards E. Z

A: Given :

Q: For the beam shown, using the conjugate beam method, determine the slope at B and the deflection at…

A: Given A determinate beam Required Slope at B and deflection at D

Q: C-A 30-cm diameter well completely penetrates a confined aquifer of permeability 45 m/day and…

Q: What is the difference in elevation between station 3+900 and 5+200? (Ans.) What is the difference…

Q: A nonuniform beam 4.50 m long and weighing 2.81 kN makes an angle of 25° below the horizontal. It is…

Q: * y

Q: 4. A settling chamber is to be 2 m wide, 7 m high, 13 m long and has 10 trays, including the bottom…

A: Given, L = 13 m B = 2 m H = 7 m n = 10

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

3. For the planar wedge shown below:
22 m
Slip surface
39° 28°
Calculate the factor of safety against plane failure assuming:
p (degree) > (kN/m³)
c (kPa)
55
2800
1850
c: cohesion of rock mass; y: unit weight of rock mass; p: friction angle of rock mass
جیهان کاظی

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

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

120 KN 50 KN/m 2.0 m 50 KN/m 2.0 m B A 4.0 m 4.0 m a. Determine the location of the maximum deflection using double integration. b. Determine the magnitude of the maximum deflection using double integration method using E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
120 KN 1.5 m 60 KN/m 60 KN/m 1.0 m A 3.0 m 3.0 m a. Determine the location of the maximum deflection using double integration. b. Determine the magnitude of the maximum deflection using double integration method using E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
1. Determine the value of the vertical deflection at B given that EI = 50.0 x 10°kNm? 24 kN/m EI D 3.0 m 3.0 m 1.5 m 7.5 m Figure Q1
Using Dim, solve for the following 40kN/m 10kN/m A B 30 kN-m 7.0 m 3.0 m + 4.0 m a. Moment Equation b. Slope Equation c. Deflection Equation
Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MaA, Mec, McB, Mco, Mpc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 KN 1600 KN/m 800 KN/m A D 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m B.
- Consider a vertical trench of saturated undrained clay with p = 0, y = 16 kN/m3, and Cu = 15 kPa as shown in the following figure. Determine the factor of safety against rotating around point O. Assume that the failure surface (AB) is a quadrant. 0 نه مرکز دوران 1 r= I'm ه مرکز شتال radius: r = 3m, horizontal distance between center of mass and point O=4r/(3n) A
A sloping line 392.40 m long was measured using a 50 m steel tape weighing 0.075 kg/m which was standardized at 15°C and 25 N pull. The difference in the elevation between the initial and end point was 2.25 m. If the measurement was undertaken with a temperature of 20°C and the tape was supported at both ends with an applied pull of 50 N. The cross-sectional area of the tape is 5.25 mm^2 and E=200GPa. Determine the corrected length of the horizontal line.
3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety against plane failure assuming: 9 (degree) 7 (kN/m³) c (kPa) 4) 50 2600 1950 c: cohesion of rock mass; y: unit weight of rock mass; q: friction angle of rock mass 1 1
Warm up Write down the formula of slope and deflection. Calculate the deflection at point D. E-200GPa and I=6.87X106 mm4 1.2 kN CY 1.5 kN/m 0.6 m 1.2 m- D 1.44 kN.m E 0.8 m 1.0 m 3.6 m B
= A soil profile at a site consists of a 5 m of gravelly sand (ysat = 18.5 kN/m³; ym 17.0 kN/m³) layer underlain by 4 m of sandy gravel (Ysat = 18.0 kN/m³). The water table is 4 m below the ground level. Plot the variation of ov, o'v, and u with depth. Neglect the capillary effects.
The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water table coincides with the ground surface. Unit weight of water Yw = 9.81 kN/m3. %3D KN/m 21:KN/m 5m 20° The value of the effective angle of internal friction (in degrees upto one decimal place) of the sand is
C₁ You A. For a saturated rock, prove th