The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17
National Route 10 Section 12 is situated between Upington and Nakop at the border between South Africa and Namibia in the Northern Cape Province. As part of SANRAL’s Bridge Management System, three bridges and twenty four major in-situ cast culverts were identified to be in need of rehabilitation an...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201819910003 |
id |
doaj-3025d20aa32949e5b5a2171f9b749d84 |
---|---|
record_format |
Article |
spelling |
doaj-3025d20aa32949e5b5a2171f9b749d842021-02-02T05:02:43ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011991000310.1051/matecconf/201819910003matecconf_iccrrr2018_10003The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17Massingue Tiago0Zietsman Bennie1The South African National Roads Agency SOC LtdElement Consulting EngineersNational Route 10 Section 12 is situated between Upington and Nakop at the border between South Africa and Namibia in the Northern Cape Province. As part of SANRAL’s Bridge Management System, three bridges and twenty four major in-situ cast culverts were identified to be in need of rehabilitation and/or strengthening. This paper details the condition of the existing structures as well as the methods and materials used to repair and strengthen the structures to be in a safe and serviceable condition. Due to the harsh environmental conditions, as well as the remoteness of the structures, the methods and materials for repair had to be carefully considered. In this regard, special reference is made to the use of carbon fibre strips to increase the bearing capacity of the bridgeand culvert deck slabs. The method for the strengthening of the floor slabs and internal walls of a number of culverts, for which the compressive strength of the existing concrete was found to be in the order of 1.0 MPa, is also discussed.https://doi.org/10.1051/matecconf/201819910003 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Massingue Tiago Zietsman Bennie |
spellingShingle |
Massingue Tiago Zietsman Bennie The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 MATEC Web of Conferences |
author_facet |
Massingue Tiago Zietsman Bennie |
author_sort |
Massingue Tiago |
title |
The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 |
title_short |
The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 |
title_full |
The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 |
title_fullStr |
The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 |
title_full_unstemmed |
The Rehabilitation of Structures on the National Route 10 Section 12 between Upington Km 0.0 and Nakop Km134.17 |
title_sort |
rehabilitation of structures on the national route 10 section 12 between upington km 0.0 and nakop km134.17 |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2018-01-01 |
description |
National Route 10 Section 12 is situated between Upington and Nakop at the border between South Africa and Namibia in the Northern Cape Province. As part of SANRAL’s Bridge Management System, three bridges and twenty four major in-situ cast culverts were identified to be in need of rehabilitation and/or strengthening. This paper details the condition of the existing structures as well as the methods and materials used to repair and strengthen the structures to be in a safe and serviceable condition. Due to the harsh environmental conditions, as well as the remoteness of the structures, the methods and materials for repair had to be carefully considered. In this regard, special reference is made to the use of carbon fibre strips to increase the bearing capacity of the bridgeand culvert deck slabs. The method for the strengthening of the floor slabs and internal walls of a number of culverts, for which the compressive strength of the existing concrete was found to be in the order of 1.0 MPa, is also discussed. |
url |
https://doi.org/10.1051/matecconf/201819910003 |
work_keys_str_mv |
AT massinguetiago therehabilitationofstructuresonthenationalroute10section12betweenupingtonkm00andnakopkm13417 AT zietsmanbennie therehabilitationofstructuresonthenationalroute10section12betweenupingtonkm00andnakopkm13417 AT massinguetiago rehabilitationofstructuresonthenationalroute10section12betweenupingtonkm00andnakopkm13417 AT zietsmanbennie rehabilitationofstructuresonthenationalroute10section12betweenupingtonkm00andnakopkm13417 |
_version_ |
1724304388280811520 |