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Autor:
T P Mlilwana, E P Kearsley
Publikováno v:
Journal of the South African Institution of Civil Engineering. 64:1-11
Global population growth and rapid urbanisation have resulted in the rapid transformation of natural topographies that are now dominated by engineering materials and structures. It is widely recognised that economic development is largely attributabl
Autor:
M S Smit, E P Kearsley
Publikováno v:
Journal of the South African Institution of Civil Engineering. 63:1-8
Ultra-Thin Continuously Reinforced Concrete Pavement (UTCRCP) consists of a 50 mm thin High-Strength Steel-Fibre-Reinforced Concrete (HS-SFRC) overlay placed on existing pavements as rehabilitation or used as part of new pavements. Difficulties have
Publikováno v:
Journal of the South African Institution of Civil Engineers, Vol 54, Iss 2, Pp 101-111 (2012)
In conventional concrete pavement design methods the design parameters are determined using linear elastic analysis. Concrete is subject to significant size effect and as a result linear elastic design concepts, such as the modulus of rupture determi
Externí odkaz:
https://doaj.org/article/01ad20f12d9d434d9a65497e43a6ec97
Publikováno v:
Journal of Transportation Engineering. 137:882-888
Publikováno v:
Proceedings of the Institution of Civil Engineers - Municipal Engineer. 115:144-150
A South African steel pipe manufacturer approached the Department of Civil Engineering at the University of Pretoria to determine the behaviour of composite steel and concrete pipes to be used in lieu of solid steel pipes. Under South African conditi
Autor:
E. P. Kearsley, H. F. Mostert
Publikováno v:
"SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997".
Publikováno v:
Journal of Materials in Civil Engineering; Feb2025, Vol. 37 Issue 2, p1-16, 16p
Publikováno v:
Journal of Materials in Civil Engineering; Oct2024, Vol. 36 Issue 10, p1-22, 22p