Yes, Mad Mike and BigHarvey.
I have medium to hard rock at the base and need to mobilize the special rig for it.
Previous trial of using pre-drilling and chisel did not come out with the satisfactory results.
That was why I was looking for the similar cases as I can't find any in the country...
Hi, guys. I'm looking for an information on the on-going (still under construction) project with a diaphragm wall embedded into medium/hard rock more than 4m.
It does not matter where the project site is globally.
The design of my project requires the diaphragm wall to be inserted into med/hard...
Here comes another Question for Eric & BigH. What methods will be available for determination or evaluation of 'state of loaded clay'? I mean, how we can evaluate whether the current state will not cause 'distress' or 'failure'?
