Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Elsabe P. Kearsley"'
Autor:
Martha S. Smit, Elsabe P. Kearsley
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 23:43-55
Ultra-thin continuously reinforced concrete pavement (UTCRCP) is an innovative pavement type that consists of a 50 mm high strength steel fibre reinforced concrete (HS-SFRC) layer overlain on a pavement substructure. The thickness results in a flexur
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 22:14-25
The design of pile foundations to accommodate horizontal loads is a complex soil−structure interaction problem. Current small-scale laboratory testing of pile foundations is mostly focused on metal piles, which raises the question of the validity o
Autor:
Andrew Mackellar, Elsabe P. Kearsley
Publikováno v:
Journal of the South African Institution of Civil Engineering, Volume: 61, Issue: 4, Pages: 50-58, Published: DEC 2019
Ultra-Thin Continuously Reinforced Concrete Pavement (UTCRCP) is an innovative road paving technology that can have significant advantages over traditional road paving techniques. Tests have shown that UTCRCP can carry in excess of one hundred millio
Publikováno v:
Case Studies in Construction Materials, Vol 13, Iss, Pp e00415-(2020)
Ultra High Performance Fiber Reinforced Concrete (UHPFRC) is a type of concrete which possess very high compressive strength (more than 150 MPa) and high ductility which makes it a suitable material for manufacturing pre-cast structural elements. Man
Autor:
Tiago Gaspar, Hendrik Louw, Schalk Willem Jacobsz, Elsabe P. Kearsley, Talia Simone Da Silva Burke, André Broekman
Publikováno v:
HardwareX, Vol 8, Iss, Pp e00151-(2020)
Geotechnical centrifuges are valuable instruments for physical modelling of complex geotechnical problems in a controlled laboratory setting. In comparison to full-scale testing, scaled models are cost effective to construct and instrument and, when
Autor:
Daniel Cumming-Potvin, Johan Wesseloo, Yves Potvin, Elsabe P. Kearsley, Schalk Willem Jacobsz
Publikováno v:
MassMin 2020: Proceedings of the Eighth International Conference & Exhibition on Mass Mining.
Due to the nature of cave mining, the industry needs to rely on indirect data and limited direct observation to investigate the mechanisms and processes of cave propagation. A collaborative project with the Australian Centre for Geomechanics, the Uni
Autor:
E. M. van der Merwe, James M. Mc Donald, Grizelda Du Toit, Richard A. Kruger, Elsabe P. Kearsley
Publikováno v:
Advances in Cement Research. 30:399-412
Hybrid fly ash cement is a binder with a composition between that of pozzolanic fly ash cement and alkali-activated fly ash cement. Its production requires less cement clinker than ordinary Portland cement, facilitating a much-needed reduction in the
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 171:169-178
The Van Zylspruit River Bridge is a 90 m long, fully integral bridge located on the South African National Roads Agency SOC Ltd national N1 route. It is a situated in central South Africa, an area known for its harsh climate, with both high and low t
Publikováno v:
Journal of the South African Institution of Civil Engineering. 59:19-27
The objective of this study was to determine whether the contact stress distribution underneath a strip footing on dense cohesionless sand can be predicted as a function of the properties of the footing and that of the underlying sand. Together, the
Autor:
Elsabe P. Kearsley, Megan Weyers
Publikováno v:
3rd International Conference on the Application of Superabsorbent Polymers (SAP) and Other New Admixtures Towards Smart Concrete ISBN: 9783030333416
The overall objective of this study was to develop an optimised UHPFRC matrix based on the modified Andreasen and Andersen optimum particle packing model by using available South African materials. The focus of this study was to determine the optimum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc703c545b605078730c731a722bb866
https://doi.org/10.1007/978-3-030-33342-3_27
https://doi.org/10.1007/978-3-030-33342-3_27