PSlem
Thanks again. Let me admit that I had an ulterior motive in starting this forum. We are working on a drilled friction socket caisson project. Rock is blocky and jointed shale. Designs call for an allowable socket friction of 25 psi. I represent the field inspection group. We are using a...
Thank you dik for your posting.
For determining the load taken in friction and in baring, I use Figure 9.18 b, Page 371, from the text on Rock Mechanics by Goodman.
By the way, I did find some reference from Ohio DOT specifications regarding my question. It states that especially for caissons...
Based on slake durability tests, we found that there is minimal slaking. However, we have stipulated to the contractor that the holes have to be concreted as soon after drilling. If the hole is left open for more than 12 hours, contractor has to pull ot the rebars, roughen the sides of the...
Thanks JAE
Special Thanks to PSLEM. Could you please tell me as to how to calculate the area, in this case of 1.05 sq ft from the diameter of 14in and pitch of 3 in?
Will be much obliged.
DocDirt
Helical pile advocates use torque to determine bearing capacity of helical piles. What is the theoretical basis for calculating torque of the machine to bearing capacity of geomaterials?
DocDirt
How long should the hole be left open after drilling and before concreting?
The job involves a friction caisson with a socket in Shale rock. Shale tends to slake and weather on soaking. I was told that the practice in some states dictates that an open excavation should not be allowed to stand...