Zobrazeno 1 - 10
of 24
pro vyhledávání: '"E. A. Kearsley"'
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a62823a186a27e1daa49589d0ac19fa
https://doi.org/10.17159/2309-8775/2022/v64no2a1
https://doi.org/10.17159/2309-8775/2022/v64no2a1
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa3b46c75024e22e8d8b0d64f3577660
https://doi.org/10.17159/2309-8775/2021/v63n4a5
https://doi.org/10.17159/2309-8775/2021/v63n4a5
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:
British Journal of Sports Medicine. 55:942-942
AimThe plantar plate (PP) is an important structure that maintains stability of the metatarsophalangeal joints1 and is commonly injured in athletes such as sprinters and ballet dancers. However, clinical outcomes following plantar plate repair are li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b7e95f9e3466b46a035f42ceeea3d1b
https://doi.org/10.1136/bjsm-2021-basemabs.6
https://doi.org/10.1136/bjsm-2021-basemabs.6
Publikováno v:
Journal of Transportation Engineering. 137:882-888
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::537f5e3823789729c3a14efa2ddf5c96
https://doi.org/10.1061/(asce)te.1943-5436.0000276
https://doi.org/10.1061/(asce)te.1943-5436.0000276
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e7b5981e825a785a311c4b89e8f0d33
https://doi.org/10.1680/imuen.1996.29148
https://doi.org/10.1680/imuen.1996.29148
Autor:
E. P. Kearsley, H. F. Mostert
Publikováno v:
"SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997".
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c25948432b1be3f075c168ece6e5189
https://doi.org/10.14359/6170
https://doi.org/10.14359/6170
Autor:
E. A. Kearsley
Publikováno v:
Journal of Rheology. 33:757-760
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2c7f2a4d71a851dfae640f69b26d67c
https://doi.org/10.1122/1.550063
https://doi.org/10.1122/1.550063
Autor:
E. A. Kearsley, L. J. Zapas
Publikováno v:
Journal of Rheology. 24:483-500
For some pure elastomers, the strain‐energy function can be expressed as the sum of three identical functions of the principal stretch ratios, that is the strain energy is of the Valanis‐Landel form. Methods of measuring this function are derived
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b53070081983933f80874d5b83da603c
https://doi.org/10.1122/1.549568
https://doi.org/10.1122/1.549568