Accepted Int. J. of Rock Mechanics and Mining Sciences.
Year: 2002
Laboratory testing of concrete-rock joints in constant normal stiffness direct shear.
Accepted Geotechnical Testing Journal, ASTM
Reliability concepts in LRFD Design – or what is a reasonable factor of safety?
Accepted Deep Foundations Institute, Fulcrum.
Prediction of the axial capacity of pile sockets.
Invited paper to Korean Geotechnical Journal.
Experimental investigation of wear during sandstone/concrete interface sliding.
International conference of ISRM – 3rd Korea-Japan Joint Symposium on Rock Engineering, 2002.
Direct shear test of sandstone-concrete joints.
International Journal of Geomechanics, ASCE, Vol. 3, No. 1, ASCE/Sep., pp. 21-33.
