It can also be seen that the grouting technique can improve shaft capacity as well as the end bearing capacity of piles (9851.5-4850.0 > 9071-4217.3).
By comparing the ultimate uplift static load test results, it can be determined that there is a 15.7% increment of ultimate pile capacity and shaft capacity after using base and shaft grouting technology.
To get around the problem of the
shaft capacity constraint, MBT proposed dropping pre-mixed concrete down a steel pipe the full 2,300 m from the surface to the shaft station, so delivering a continuous supply of high-performance, steel fibre-reinforced shotcrete that could be sprayed at any time during the working shift.