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  1. P

    Geotechnical Book

    Try this as well https://westwoodbookspublishing.com/bookstore/practice-examples-for-professional-engineering-exam-sanjay-patel/ Practice Examples for Professional Engineering Exam (Sanjay Patel)
  2. P

    Geotech Book

    https://www.amazon.com/Practice-Examples-Professional-Engineering-Exam/dp/164361939X
  3. P

    Geotech

    This E-book costs only $3.99! https://www.barnesandnoble.com/w/practice-examples-for-professional-engineering-exam-sanjay-patel/1123008600?type=eBook
  4. P

    Practice Examples Book

    E-book costs only $3.99! https://www.xlibris.com/Bookstore/BookDetail.aspx?BookId=SKU-001032557
  5. P

    Geotech Depth Difficulty October 2017

    https://www.xlibris.com/Bookstore/BookDetail.aspx?BookId=SKU-001032557
  6. P

    Civil PE Practice Books GALORE! 50% OFF

    https://www.amazon.com/Practice-Examples-Professional-Engineering-Exam/dp/1514409275
  7. P

    Geotech Depth Difficulty October 2017

    https://www.amazon.com/Practice-Examples-Professional-Engineering-Exam/dp/1514409275
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    need help on enviro and water treatment

    There will be 8 questions.
  9. P

    confined and drained test

    If you are taking Geotech depth, you can't expect detailed topics in CERM or All in one for it.You can refer Das, Braja M., book for geotechnical engineering.
  10. P

    Geotechnical PM Experiences

    Yes, brittle because liquidity index is less than zero.
  11. P

    Geotechnical PM Experiences

    If PL = 35, LL =45, water content = 30%, find liquidity index. Is this soil ductile, brittle or liquid?
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    Geotechnical Study Materials

    ketanco Drop me a note at [email protected] I can help you in exam preparation
  13. P

    anchored bulkhead supporting excavation

    Does it mean that procedure and answer given in 6 minute solutions book is incorrect?
  14. P

    anchored bulkhead supporting excavation

    That is really confusing. Why can't they calculate tie rod force by summing all horizontal forces to zero? That is static equilibrium to me. i.e. T + total active pressure Pa + total passive pressure Pp = 0
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    anchored bulkhead supporting excavation

    Typical bulkhead cross section See attached geometry & apply in your problem.
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    Slabs-on-Grade

    The weaker the subgrade, or the heavier the loads, then, the thicker the slab needs to be. The most commonly used value is the modulus of subgrade reaction, k in design of slabs on grade. Modulus of soil reaction, is a spring constant that depends on the kind of soil, the degree of compaction...
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    Construction Depth

    Other Topics questions can't be more than 4 as NCEES specified 10% in the exam specs. What areas were difficult from below? Other Topics 10% A. Groundwater and well fields 1. Groundwater control including drainage, construction dewatering B. Subsurface exploration and sampling 1. Drilling...
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    Construction Depth

    reptile_2007 What subject areas were hard in your opinion?
  19. P

    Construction Depth

    How difficult was construction depth module for April 2013 exam?
  20. P

    Tutoring

    Hi, Are you taking PE in Environment?
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