The authors regret that the photographic image in Fig. 4a of the published article was used in error, and therefore without proper referencing or permission fro
This paper presents the results of the shear strength(frictional strength) of cemented paste backfillcemented paste backfill(CPB-CPB) and cemented paste backfil
Semi-deep foundations socketed in rocks are considered to be a viable option for the foundations in the presence of heavy load imposed by high-rise structures,