Good Day All,
I have some test results on Mudstone materials (Generally 3-10MPa UCS) where the Secant and Tangent E-value aswell as the Secant and Tangent Poissons Ratios were determined with the specific failure load and associated UCS of the rock core specimen.
I am looking for some...
We need to design and construct large diameter piles to take relatively high loads.
The friction Piles are constructed using a reverse circulation drill rig, to drill into a Shale type rock.
In an attempt to understand the properties of the weaker rock materials, various 110mm vertical...
Hi All,
I have found a paper by R.K Rowe called "A design method for drilled piers in soft rock" from a Canadian Geotechnical Journal. This paper addressed methods on how to design with low RQD rock and tight settlement criteria (duplicating the conditions that I have), but is based on case...
