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  1. EL Nica PE

    Geotech PM

    I recommend Das books and six min solutions. Good luck! :sharkattack:
  2. EL Nica PE

    LOUISIANA RESULT

    I got my on December 22nd of last year!
  3. EL Nica PE

    TEST TIME

    GOOD LUCK TO EVERYBODY TAKING THE PE TOMORROW!!! ps: glad no to have to take this test ever again! :bananalama: :deadhorse: :screwloose: :p10940623: :Locolaugh:
  4. EL Nica PE

    Treat bag!

    See attachments Question No I A new industrial development for a port extension consists of several large container warehouses for storage of cargo. The site is located at Labenne in France. The stanchions of the new warehouses are to be supported on shallow foundations of which typical...
  5. EL Nica PE

    Which calculator?

    I bought the HP 33s and Casio FX-115MS they're both great calculators. I suggest buying both b/c of the reason that you need a backup calulator just in case! The casio FX-115MS is only $14.99.
  6. EL Nica PE

    What sections from CERM10 to study? Any help?

    My suggestion is to tab the CERM and familiar your self with it. I think 80% of the answer can be found with the CERM for the morning. For the afternoon it depends which section you are taking. I think if you take water resources or transportation then is a good book for the afternoon too...
  7. EL Nica PE

    Geotech Practice Problems

    it's right! I have 100; looked at the wrong answer. sorry shortcut; Gammawater(Gs/(1+Gs(w/Sr)) =62.4*(2.68/(1+2.68*(20/80)))=100.14
  8. EL Nica PE

    Geotech Practice Problems

    Atthached are the relationship that will solve most of these problems.
  9. EL Nica PE

    Horizontal soil pressure

    b/c the question tells it is a clay deposit therefore phi=0. Clays=cohesive phi=0 Cu>0 sand =cohesionless phi>0 Cu=0
  10. EL Nica PE

    Horizontal soil pressure

    OK. this formula is a simply formula of tension crack with phi=0 therefore ka=1. Check Das Foundation Engineering p342 formula 6.14 fourth ed. Let me know if you don't have this book I will scan the page for you.
  11. EL Nica PE

    Horizontal soil pressure

    Nicely done JR! Cohesion=Unconfined Compressive Strength/2 cohesion is also referred as Undrained Shear strength (CERM Eq. 35.42 10th ed)
  12. EL Nica PE

    Geotech Q & A

    C. Percussion I have never seen this before, but the next one will be coring but I have only seen this for concrete so therefore C is my answer. Besides Das explains it nicely. B. Pocket Penetrometer
  13. EL Nica PE

    GEO Afternoon Sampel Question from NCEES

    here is a sample that asked for the induce stress outside the middle of the rectangle. 8.19
  14. EL Nica PE

    GEO Afternoon Sampel Question from NCEES

    It all depends where the point of induce stress id asked. In this particular example (more usual) they ask for the middle therefore you divide the rectangle by 4. but in other cases the might ask you at a different location therefore you will divide accordingly. Lookup any foundation book at...
  15. EL Nica PE

    GEO Afternoon Sampel Question from NCEES

    b/c the rectangle is divide into 4 areas.
  16. EL Nica PE

    Left early?

    Can you send me the link? I use it as my wallpaper!
  17. EL Nica PE

    Left early?

    forelsu, Where did you get that pic?
  18. EL Nica PE

    passing member

    So do we know how many passing member we have? i counted 36 from the banner, but I think we got some more that do not have 25 post yet. What the ratio pass/fail for Oct. 20007 test on this board? :reading: 41 now!
  19. EL Nica PE

    PE Results

    Owillis, Like everybody said just let it go and take it again! As a Geotechnical Engineer I must say that the morning questions (Geo) were tricky! If you need any help with those kind of questions just let us know in the Geo section. We are ready to help!
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