Recent content by Venpr

Professional Engineer & PE Exam Forum

Help Support Professional Engineer & PE Exam Forum:

This site may earn a commission from merchant affiliate links, including eBay, Amazon, and others.
  1. V

    Geotech PM

    Hockeyfan, Can you send me copy of your notes at "[email protected]", I will really appreciate
  2. V

    Geotech PM

    Hockeyfan, Can you send me copy of your notes at "[email protected]", I will really appreciate
  3. V

    Study Approach

    Alison could you do the same to me at [email protected] This test become the grearest challenge that I has been in all my life. thanks
  4. V

    PE Transportation Reference Books for SALE!

    I'm intereted in six minutes solution geotechnical, What you mean (copy)
  5. V

    the problem

    Thanks, This procedure make sense to me!
  6. V

    Effective stress

    Look my last post (the problem)
  7. V

    Effective stress

    Look my last post! (the problem)
  8. V

    the problem

    The watr tabble is 9' below the surface wthin a sandy gravel layer 30' thick. the sandy gravel layer overlays a 15' thick clay layer. Sandy gravel (Dray Unit weight=110pcf, n=0.40 Gs=2.65 Clay(saturated Unit weight=112pcf) C'(cohesion)=3.5psi phi(angle internal Friction)=27 The shear...
  9. V

    Effective stress

    I'm confused in calculating the effective vertical stress in a sandy gravel soil layer below the graound water level and it is between a sand layer on the top and a clay layer on the bottom. What unit weight i have to consider the sand unit waight or I need the porosity(n)of the sandy gravel to...
  10. V

    increase in stress calculation for layed soil

    Marissa I look to all my references (Das, diferents editions, NHI Manual Vol 1, NFEC DM 7.01 Geotech Eng portable Handbook R.W. Day, etc) for "increase in stress under square foundation for layered soil" don't see this equation, I think for test porposes the using the chart based on Westergaart...
  11. V

    NCEES 2000 Sample Exam transpo afternoon #518 (open channel problem)

    I haven't read the problem, but you have to think: If you data giving have diameter it is a circular, if have slope angles on the sides is a trapezoidal shape, if it is single angule is triangular, other waise it'll be rectangular. no more choices.
  12. V

    Resource levelling

    I"m sure I will!!!! But for now thanks, because I don't know what Iwas thinking
  13. V

    Construction Studying

    I need to know in the NCEES Sample and Solutions, Problem 502 how they get the intersection angle = 41.22 degres 12.8ft=200ft(1- cos I/2) I=? They use a trig identiti o I am a Gigantic DoucheBag
  14. V

    Resource levelling

    I need to know in theNCEES Sample and Solutions, Problem 502 how they get the intersection angle = 41.22 degres 12.8ft=200ft(1- cos I/2) I=? They use a trig identiti o I am a Gigantic DoucheBag
Back
Top