Search results for query: *

Miningman, CVG The dam has been decomossiioned and are going into rehabilitation so the only fluids that wil be added to it is rainfall. over time it will settle and compact and the settlement will decrease. This is why I want to determine the settlemant for over say the next 5 years to...

The structures are solar panel frames. 60+m deep pilling for a few hundred foundations is not an option.

I am going to do piezo cone probing later but for now i want to determine whether the differential settlement is a fatal flaww as the structures can only handle 5-8mm differential settlement

Hi All, I am involved with an interesting project..... A client wants to build light structures for energy generation on large 40+ hectare area 60m high decommisioned gold tailingsdams (slimesdams). The dams have only recently been decommisions and although the surface is dry the dam below...