×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Jobs

KUNZELSTAB PENETROMETER TEST

KUNZELSTAB PENETROMETER TEST

KUNZELSTAB PENETROMETER TEST

(OP)
Dear Expert,

I am working in project for South east region. For lightly loaded structures( Vertical - 1.0 t, Uplift 1.0 t and Lateral 1.0 t)the practiced in the region is screw piles for foundation.

Where the investigation is through KUNZELSTAB PENETROMETER TEST(KPT).

I am interested in knowing ,

(i) Is this test is good or reliable to asses the strenght, (ii) do we have correlation to find engineering parameter.
(iii) What is the standard/approach to to asses the capacity of screw pile.

Requesting your valuable comment and guidelines.

Regards
Balamurugan R

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources