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Guidelines_English_Final
تحميل الدليل التدريبي

أسئلة شائعة


 

Soil Mechanics II

CE 480

Three Credit Hours

Course Syllabus

1.         Introduction

            Soil Classification and Physical Properties

            and General Mechanical Behavior of Soil

 2.         Permeability and Seepage

            Coefficient of Permeability

                        Constant Head Permeability Test

                        Falling Head Permeability Test

                        Field Permeability Test

            Equation of Continuity

            Flow Net and Rate of Flow

            Uplift Pressure

 3.         Stress in a Soil Mass

            Normal and Shear Stresses Along a Plane

            Principal Stress and Principal Plane

            Stress Due to a Point Load

            Stress Due to a Live Load

            Stress Due to a Strip Load

            Stress Due to a Circular Load

            Vertical Stress Caused by Rectangular Load

            New Mark Channel

            Approximate Method

 4.         Compressibility of Soil

            Consolidation Settlement

            Consolidation Test

            Normally Consolidation and Over Consolidation Clays

            Rate of Consolidation, Terzaghi Theory of Consolidation

            Secondary Compression

            Flexible and Rigid Foundation

 5.         Shear Strength of Soil

            Mohr-Coulomb Failure Criterion

            Determination of Shear Strength Parameters

            Direct Shear Test, Triaxial Compression Test

            Unconfined Test

            Stress Path

            Field Shear Test (Vane Shear Test, Penetration Test)

 6.         Lateral Earth Pressure

            Earth Pressure At-Rest

          Active Earth Pressure

            Passive Earth Pressure

            Rankine's Theory

            Coulomb's Earth Pressure Theory

            Graphic Solution of Coulomb's Method

            Retaining Walls, Pressure Distribution and Stability of Retaining Wall

 7.         Slope Stability

            Stability of Infinite Slopes

            Finite Slopes

            Circular Failure Surface

            Stability Chart

            Method of Slices

 There will two midterm exams each carries 20% and homework 10%.  The final carries 50%.

 Text Book

"Principles of Geotechnical Engineering by Braja M. Das

 

Typical Exam

 Mid-Term Exam

 Question One

a)Draw Mohr circles for both the avtive and passive earth pressure for the given failure envelope.

b)A frictionless retaining wall is shown below. Draw the pressure distribution for both the active and passive cases ,and find the active and passive forces per unit length of the wall due to the surcharge q only

Question Two

For the retaining wall shown below. Determine the active force per unit length of the wall for Rankine state.Also, find the location of the resultant.

Question Three

a)For the infinite slope shown below,find the factor of safety against sliding along the planeAB

b)if there were seepage through the soil, and the ground water table coincided with the ground surface,what will be the value of the factor of safety(assume the unit weight is 18.5Kn/m3)

 

Final Exam

Question One

a)List two disadvantages othe direct shear test.

b)State the assumptions made in the ordinary method of slices.

 c}From the figure,determine the copression index

d)Draw Mohr cicle for the unconfined copression test.Show and write relationship between the undrained shear strength and the unconfined copression strength.

Question Two

For the soil profile shown below caculate the consolidation settlement for the following cases

    i) The precopression pressureis 70 knlm2

   ii)the precopression pressure is 100 knlm2

Question Three

Laboratory test on a clay sample of thickness 19 mm(drained at the top and bottom)indicated that the time for 50 percent consolidation is 40 minutes

       (a) Find the time for a clay  layer in the field(similar to the soil sample)of a thickness of 2m to undergo 50 percent consolidation  that there is a rock statum at the bottom of the clay layer

        (b)Finf the time for the clay layer(described in part a) to reach 80 percent consolidation.

Question Four

(a) Write down Mohr -Coulomb failure criterion(shear strength equation),Define each term

(b) A consolidated undrained triaxial test on normally consolidated clay yielded the following results

                Confined pressure is 90 knlm2

                Deviator stress is 60 knlm2

                Pore pressure is 40 knlm2

Find the shear strength parameters in terms of total and effective stresses What will be the normal stress and shear strength at failure?

Question Five

(a) State the main difference between Rankine and Coulomb theory for lateral earth pressure.

(b) For the retaining wall shown ,plot the active pressure distribution and determine the active pressure force and its location

Question Six

For the slope shown below ,determine the factor of safety with respect to strength.                                           

                                      

 

 

References

 

There are several books which can be use as an alternative text book or reference book in geotechnical engineering.

 
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