Nanyaro
Geotechnical
- Feb 2, 2011
- 5
During my geotechnical carrier I am always having a problem of estimating an allowable bearing capacity on highly fractured, highly to moderately weathered rock where RQD is 0 and no sample for UCS or Point Load Test. Some times I dwell in British Standard BS8004:1986 to derive the bearing capacity emperically but I have never be confortable with the results which most of the time are conservative. Please if thre is anybody who can assist me in this area i will be very grateful.