The soil of an 21 degree infinite slope is subjected to full depth seepage. The soil properties are as follows: Saturated weight is 19 kN/m^3. Friction angle is 19 degrees Cohesion is 20 kN/m^2. Unit weight of water is 10 kN/m^3 Limiting depth of slope is (m) 8.20 m 2.96 m 5.47 m 4.95 m

The soil of an 21 degree infinite slope is subjected to full depth seepage. The soil properties are as follows: Saturated weight is 19 kN/m^3. Friction angle is 19 degrees Cohesion is 20 kN/m^2. Unit weight of water is 10 kN/m^3 Limiting depth of slope is (m) 8.20 m 2.96 m 5.47 m 4.95 m

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.4P

See similar textbooks

Related questions

Q: A column 9m is fixed at the base about both axes and pinned at the top about both axes. In addition,...

Q: 8. At what distance a should the bearing supports at A and B be placed so that the deflection at the...

Q: Tacarigua aquifer in Trinidad is a medium to coarse grained sand aquifer. It is 12.19 thick and 1.61...

Q: A 200 MPa shear stress is applied on along CD. Calculate diagonal strain along AC. Given modulus of ...

Q: Determine and explain thoroughly, a. the equations of the shear and bending moment curves for the be...

A: According to company guidelines, we are allowed to answer only first 3 sub part of the question. For...

Q: . Construct the shear and moment equations of the loaded beam as shown and draw the shear and moment...

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other ques...

Q: Determine pinned support reaction

A: Given data : The value of Point load P=3 KN The value of Point load Q=22 KN The value of Point load ...

Q: Use Virtual Work Method to answer the questions below considering the truss shown in the figure. Ass...

Q: The value of moment generated at guided roller support C due to a concentrated point load of 10 kN a...

Q: Assume that taal lake is 100m2 and its average height is 5ft. Wastewater that flows into the lake ar...

A: Given Data : area of taal lake A= 100 m2 actual depth = 5 ft

Q: Activity 1: A rectangular piece of wood, 50 mm x 100 mm in cross-section is used as a compression bl...

Q: A catchment of area 200 ha has a runoff coefficient 0.5. A storm of duration larger than the time of...

Q: Note: this is not a graded question please help us to understand how to solve this sample question t...

A: To find force in member bd

Q: Determine the value of the maximum deflection and rotation at both ends for the beam loading shown. ...

Q: orizontally, not vertically. For this to work, there needs to be a resisting force, F, that holds th...

A: Diameter of jet(d)=81mm Velocity of water through jet(V)=23m/s To find force required to hold the pl...

Q: 10 m KN 15 KN/m

A: Given : A beam of 6 m length as shown below Required: To determine shear and bending moment at ever...

Q: storey residential project, make a logical arrangement of activities by filling out the column for P...

A: Step: 1 Critical path method (CPM): - It is defined as the longest path or shortest duration in whi...

Q: a tri-axial test of silty soil, the sample failed at normal stresses of 521 kPa and a shear stress o...

Q: Determine the force in the member AC for the given truss is 4 m 2.5 m 2.5 m G 2.5 m F 2.5 m 10 kN A.

Q: The uniform 15-m pole has a mass of 175 kg and is supported by its smooth ends against the vertical ...

Q: (a) Determine the reactions at A and E if P = 800 N. The reactions are positive if to the right or u...

Q: Еxample 5. In Line AE AN Quad. Calculated bearing Azimuth tan-1(A E/ AN AB 110 170 AC 200 -120 AD -1...

A: To find out the quadrant, bearing and azimuth of the traverse.

Q: Determine the maximum uniformly distributed load that can be loaded for the beam shown if the allowa...

Q: There are two identical groundwater pump facilities that is operating 6 kilometers apart. The hydrau...

Q: Use the slope-deflection method to analyze the contimuous beam shown in the Figure below. Draw the a...

Q: 2. (a) A well in an aquifer is pumped over a long period at a rate of 0.05 m3 /s under approximate s...

Q: 2. Find the pressure difference between A and B. AIR • B 180mm 45 H20 540mm 350 mm 200 mm

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: Note: this is not a graded question please help us to understand how to solve this sample question t...

A: To find force in member ab

Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary str...

Q: This is a determinate structure, which must be statically stable and used in the analysis of MCD?

A: Q1 Ans: Primary structure:

Q: Determine the maximum shearing stress and bending stress for the beam loading shown. Box your answer...

Q: The porosity of a sample of saturated sand in the loose state was 50%. Find the critical hydraulic g...

A: Given data : Porosity (n%)=50 Specific gravity of soil (GS)=2.6 To find : Critical hydraulic gradi...

Q: A drop hammer is used to drive a wooden pile. The hammer weight is 30 kN and its free falling height...

A: Given data,For drop hammer is used to drive a wooden pileWeight of hammer=30 kNFalling height =0.9 m...

Q: 1. yeza dx Evaluate the following differential equations by method of variable separable. Show your ...

Q: Assume that a residential area has a water pipe leaking continuously at the rate of 1.5 litres/sec. ...

Q: A concrete pile of size 50 cm x 50 cm is to be provided in a clay stratum vhose unconfined compressi...

A: Size = o.4mx0.4m load = 450 UCS unconfined compressive strength = 110kpa Hence c = 110/2 = 55 Adhe...

Q: 1. The bar AB with cross section Ag is shown in the figure, the strength condition is just satisfied...

Q: Compute the total deformation of bar ABC with a thickness of 12 mm. Use E = 30 GPa. в A -30 KN 40 KN...

Q: cal stress at point A located z = 5 m below urface. Given: x = 5 m. Please have the er in four (4) d...

Q: A loose, uncompacted sand fill 6 ft in depth has a relative density of 40%. Laboratory tests indicat...

Q: 4000 mm2 150 kN 3 m 4000 mm2 2600 mm2 B 4000 mm2 225 k 3 m- - 3 m- E= 70 GPa Determine the total dis...

Q: Highway functional classification: procedure

A: A primary objective of the functional classification system is to connect the traffic generators (po...

Q: Use Virtual Work Method to answer the questions below considering th shown. Use the cross-sectional ...

A: To find force in member ad

Q: Use Virtual Work Method to solve for the vertical deflection at the D in mm below. Put (-) negative ...

Q: PROBLEM 1 - A closed cylindrical tank 400 mm in diameter and 2.5 mm subjected to an axial compressiv...

Q: the support reaction

A: Given:- 10kN load To find:- support reactions

Q: A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is a...

Q: Trials Angle (deg) R (m) Y max (m) Time (s) 1 25° 25.99 m 1.59 s 2 30° 28.60 m 1.8...

A: INTRODUCTION: This question deals with projectile motion of a particle. range of particle, R= u2sin2...

Q: PROBLEM No. 3 The degree of saturation of a soil is 55% and the moist unit weight is 16.75 kN/m³. Wh...

Q: Part A In (Figure 1), r = 30 mm Locate the centroid z of the metal cross section. Neglect the thickn...

Question

The soil of an 21 degree infinite slope is subjected to full depth seepage. The soil properties are as follows:
Saturated weight is 19 kN/m^3.
Friction angle is 19 degrees
Cohesion is 20 kN/m^2.
Unit weight of water is 10 kN/m^3
Limiting depth of slope is (m)
8.20 m
2.96 m
5.47 m
4.95 m

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

A granular soil has Yeat = 18 kN/m³ and o' = 32°. An infinite slope is required to be made from %3D this material. If seepage occurs parallel to the surface of the slope and factor of safety of 1.5 is needed against slope failure then the value of safe angle of slope is degree.
The soil of an 21 degree infinite slope is subjected to full depth seepage. The soil properties are as follows: Saturated weight is 19 kN/m^3. Friction angle is 19 degrees Cohesion is 20 kN/m^2. Unit weight of water is 10 kN/m^3 Limiting depth of slope is (m) 2.96 m 4.95 m O 5.47 m 8.20 m
An infinite slope of granular soil has a slope of 29 degrees. The soil has a dry unit weight of 18.02kN/m^3 and a saturated unit weight of 21.15kN/m^3. The soil has a depth of 5 meters over ledge rock measure vertically. Effective friction angle and soil cohesion are 14 degrees and 25 kPa, respectively. a) Compute the factor of safety considering no seepage. b) Compute the factor of safety considering full seepage
6. Plot the variation of Ovo, Dovo and u with depth for the soil profile overleaf. 4 m Sand Ym = 17.5 kN/m³ 2 m Ym = 17.0 kN/m3 Sandy gravel 3 m Ysat = 19.5 kN/m3 3 m Clay Ysat = 19.0 kN/m³ %3D
Please calculate the critical factor of safety for the following slope configuration using the following m ethods: Using slope stability charts Layer 1 Clay c=35 kN/sq.m Friction Angle=0 Unit Weight-18 kN/cu.m Layer 2 Silty Sand c=5 kN/sq.m Friction Angle=35 deg Unit Weight=18 kN/cu.m Slope Height=10 m Slope Angle=30 Degrees Layer 1
An infinite slope of clay soil has a slope of 29 degrees. The soil has a specific gravity of 2.7 and a void ratio of 0.47. The soil has a depth of 5m over ledge rock measured vertically. Effective friction angle and soil cohesion are 14 degrees and 25kPa respectively. Assuming the ground water table is in the ground surface, determine the limiting depth of this soil, measured vertically over ledge rock. A 1.25m B 5.95m 3.67m D 6.88m
What is the greatest slope angle (B) of a slope formed by a cohesionless (C=0) sand? Assume the friction angle of the sand, o'= 28° O a. 280 Ob 350 OC. This sand cannot form a slope Od. Information is insufficient to determine
e 120 m GL. 118 m GWL (2) A ground soil profile is shown in the right 7 Y =19 KN/m³ Y-21 KN/m³ figure. Soil layer information and their unit weights clay v 116 m are presented in the figure. The groundwater level Y-20 KN/m³ sand is 2 m below the ground surface. Find the vertical 111 m. effective overburden aressure and plot its clay Y=21 KN/m³ distribution curve. 107 m.
A soil having the average properties, bulk unit weight = 19 kN/m³; angle of internal friction = 25° and cohesion = 15 kPa, is being formed on a rock slope existing at an inclination of 35° with the horizontal. The critical height (in m) of the soil formation up to which it would be stable without any failure is (round off to one decimal place). [Assume the soil is being formed parallel to the rock bedding plane and there is no ground water effect.]
A 9m cut slope is shown in the figure. The unit weight of soil is 17kN/m3. Friction angle and cohesion along the rock surface are 20 degrees and 24kPa respectively. The slope makes an angle of 300 from horizontal and the failure plane is at 150. Determine the developed frictional force on the failure plane.
027 ncomect Consider the soil system shown below. 1m Water Fine 4m sand k 2 x 10 mm Coarse silt 4m k = 4 x 10 mm/s Fine 4m silt k 2 x 10 mm/s Datum Beneath the fine silt layer there is stratum of water-bearing gravel with a water pressure of 155 kPa. The surface of the sand is flooded with water to a depth of 1m. The excess hydrostatic head at the fine sand/coarse silt interface is cm. Your Answer 32 15 17
Que.5 A long natural slope in overconsolidated fissured clay of saturated unit weight 22kN/m³, is inclined at 14 degrees to the horizontal. The water table is at the surface and seepage is approximately parallel to the slope. A slip surface has developed on a plane parallel to the surface at a depth of 4m. Determine the factor of safety along the slip plane using the residual strenght parameter, o'r=20 degrees.