Geotechnical engineering Definition and 65 Threads

  1. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 51: Geotechnical Physical Modelling - 2

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 51: Geotechnical Physical Modelling - 2

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  2. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 52: Geotechnical Physical Modelling - 3

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 52: Geotechnical Physical Modelling - 3

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  3. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 53: Geotechnical Physical Modelling - 4

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 53: Geotechnical Physical Modelling - 4

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  4. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 54: Geotechnical Physical Modelling - 5

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 54: Geotechnical Physical Modelling - 5

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  5. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 55: Geotechnical Physical Modelling - 6

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 55: Geotechnical Physical Modelling - 6

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  6. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 56: Geotechnical Physical Modelling - 7

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 56: Geotechnical Physical Modelling - 7

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  7. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 57: Geotechnical Physical Modelling - 8

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 57: Geotechnical Physical Modelling - 8

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  8. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 58: Geotechnical Physical Modelling - 9

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 58: Geotechnical Physical Modelling - 9

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  9. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 59: Geotechnical Physical Modelling - 10

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 59: Geotechnical Physical Modelling - 10

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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  10. Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 60: Summary

    Advanced Geotechnical Engineering by Dr. B.V.S. Viswanadham (NPTEL):- Lecture 60: Summary

    COPYRIGHT strictly reserved to Dr. B.V.S. Viswanadham (IIT Bombay) and NPTEL, Govt of India. Duplication prohibited.Lectures: http://www.nptel.ac.in/courses/105101001/Syllabus: http://www.nptel.ac.in/syllabus/syllabus.php?subjectId=105101001
    • Wrichik Basu
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    • geotechnical engineering nptel
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    • Category: Engineering
  11. T

    Pore Water Pressure and Shear Strength of Soil: Understanding the Relationship

    Homework Statement In the notes , I can't understand that why as the pore water pressure dissipated , the shear strength of soil will decrease secondly , why the excess pore water pressure is negative when unloading occur ? Homework EquationsThe Attempt at a Solution I think it's wrong , as...
  12. T

    Correct Calculation of Vertical Stress in Soil

    Homework Statement In this question , i suspect the total vertical stress at the center of the clay is incorrect . Homework EquationsThe Attempt at a Solution In the figure , we can see that the water table is art 2m below the sand . So , the 2m sand thick should be dry , am i right ? Only...
  13. F

    Pressure in Seepage: Why Is It (H1 + z + (h/H2)(z))(y_w)?

    Homework Statement Can anyone explain why the pore pressure at C is given by( H1 + z + (h/ H2)(z) ) (y_w) ? Homework EquationsThe Attempt at a Solution Shouldnt it be ( H1 + z + ) (y_w) only ? [/B]
  14. J

    I in deciding my specialization

    Hello everyone, I am civil engineering student from India. I am done with my undergrad with a cgpa of 8.5/10 and applied for colleges in America. I will be attending University of Texas at San Antonio for fall 2015. I am confused on which specialization that i need to opt for my graduation. They...
    • jahnavitadi
    • Thread
    • Civil engineering Environmental engineering Geotechnical engineering Specialization Structural engineering
    • Replies: 5
    • Forum: STEM Academic Advising
  15. G

    Flooding Risk for Cofferdams: Time to Reach 1.5 Meters Without Pumps?

    How long would it take for a cofferdamn to flood to a depth of 1.5 meters if the pumps were to fail?