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Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials

Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials

http://hdl.handle.net/10204/3397
 
Abstract:
This report briefly discusses the theoretical background of the K-mould, its development and the results obtained with it on a number of untreated road building materials.
Reference:
Semmelink, C. 2009. Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials. (RR 88/049). http://hdl.handle.net/10204/3397 .
Semmelink, C. (2009). Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials (RR 88/049). Retrieved from http://hdl.handle.net/10204/3397
Semmelink, CJ Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials. RR 88/049. 2009. http://hdl.handle.net/10204/3397
Semmelink C. Use of the DRTT K-mould to determine the elastic and shear properties of pavement materials. 2009 [cited yyyy month dd]. Available from: http://hdl.handle.net/10204/3397
This report is a publication by the National Department of Transport, South Africa, made available by the CSIR
 
Semmelink, CJ
 
26 May 2009
 
DRTT K-mould
Elastic moduli
Friction angle
Cohesion
Pavement materials
Road building material
National Department of Transport
South Africa
 
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