Is there any reason why static compression and tensile load tests cannot be performed on the same pile? The subcontractor wants to use dead weight for compression test and reaction piles for tensile test.
Refer to problem # 4 in page 122. I am trying to solve part a (i.e. consolidation of the plastic clay). My solution is approximately 130 cm. However the book indicates a value of 153 cm. I am treating the fill material as surcharge material. Any suggestions?
Please refer to the attached file.
Question No. 2.
In the problem I am not quiet sure how the lowering of water below the clay layer will effect the consolidation. So far, I am assming it will create a two way drainage because of the lower piezometric head in the gravel layer.
The solution if 8...
I have two plots with a fairly scattered data points. I created a trend line through both plots to obtained a general trend line. I would also like to create another set of trendlines for +1 standard deviation, and -1 standard deviation, like you see in a lot of published sources. How can I...
