C. O. Aksoy, ""Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey," CIM 2004 Mining Industry Conference & Exhibition , Brighton, Canada, pp.1-100, 2004
Aksoy, C. O. 2004. "Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey. CIM 2004 Mining Industry Conference & Exhibition , (Brighton, Canada), 1-100.
Aksoy, C. O., (2004). "Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey . CIM 2004 Mining Industry Conference & Exhibition (pp.1-100). Brighton, Canada
Aksoy, CEMALETTİN. ""Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey," CIM 2004 Mining Industry Conference & Exhibition, Brighton, Canada, 2004
Aksoy, CEMALETTİN O. . ""Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey." CIM 2004 Mining Industry Conference & Exhibition , Brighton, Canada, pp.1-100, 2004
Aksoy, C. O. (2004) . ""Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey." CIM 2004 Mining Industry Conference & Exhibition , Brighton, Canada, pp.1-100.
@conferencepaper{conferencepaper, author={CEMALETTİN OKAY AKSOY}, title={"Laminated Displacement Discontinuity Analyses for Estimating Stresses, Strain, Convergence and Subsidence during the Recovery of Safety Pillar at Soma Coal Field-Western Turkey}, congress name={CIM 2004 Mining Industry Conference & Exhibition}, city={Brighton}, country={Canada}, year={2004}, pages={1-100} }