jackzhong
Structural
- Mar 15, 2002
- 8
Normally soil overconsolidation ratio (OCR) is related to CPT data as: OCR = k (qc - rD)/(r'D)
Where qc = cone resistance
r = soil unit weight
r' = effective soil unit weight
D = penetration
k = constant
Several references mentioned that the range of k is 0.2 to 0.5 with an average value of 0.3; higher values of k are used in aged, heavily overconsolidated calys.
My questions:
1. Is there any formula or curve available to get k?
2. Can anybody who has the following reference tell me if I get help from it,I have difficulty obtaining this paper.
Proceedings of the Geotechnology Conference on
Penetration Testing in the U.K., Birmingham, July 6-
8,1988,pp.151-156 Powell, J.J.M: Interpretation and use
of piezocone test in UK clays
Any help is appreciated.
Jack
Where qc = cone resistance
r = soil unit weight
r' = effective soil unit weight
D = penetration
k = constant
Several references mentioned that the range of k is 0.2 to 0.5 with an average value of 0.3; higher values of k are used in aged, heavily overconsolidated calys.
My questions:
1. Is there any formula or curve available to get k?
2. Can anybody who has the following reference tell me if I get help from it,I have difficulty obtaining this paper.
Proceedings of the Geotechnology Conference on
Penetration Testing in the U.K., Birmingham, July 6-
8,1988,pp.151-156 Powell, J.J.M: Interpretation and use
of piezocone test in UK clays
Any help is appreciated.
Jack