Pile in Limestone
Pile in Limestone
(OP)
I would like to know is it common practice to ignore base bearing pressure when using micropile in limestone (to avoid cavities) ?
This i noticed, will very much increase the socket length of the pile, which drilling is costly.
This i noticed, will very much increase the socket length of the pile, which drilling is costly.





RE: Pile in Limestone
In order to achieve some sort of end-bearing resistance for piles you must have a clean base consisting of undisturbed soil/rock which would be extremely difficult to achieve and confirm with mini-piles.
You may wish to explore pressure grouting or using expansive grout to increase your skin friction.
RE: Pile in Limestone
RE: Pile in Limestone
The survey may be even be made simply by drilling some deeper micropile boreholes, and see if cavities are intercepted. If not, we have a minimum thickness of rock diaphragm which can be used as an input for calculations of shear punching. The hole can then be filled with cement grout, which, when set, can reach compressive strenghts equal to sandstones. Loss of cement circulation may warn in advance of cavities or large fracture openings.
Pressure grouting tends to consolidate the rock socket itself,and I think end bearing may be used, using a safe range of compressive strenght for the cement (in function of water/sand content,eventual additives and other relevant factors).
RE: Pile in Limestone