Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach

I Nyoman Sutarja; I Gede Adi Susila; Made Ari Ariarsha Sumekar

doi:doi:10.11648/j.jccee.20210602.13

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Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach

I Nyoman Sutarja, I Gede Adi Susila, Made Ari Ariarsha Sumekar

Published in Journal of Civil, Construction and Environmental Engineering (Volume 6, Issue 2)

Received: 9 February 2021 Accepted: 8 March 2021 Published: 26 March 2021

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Abstract

A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/φMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 6, Issue 2)
DOI	10.11648/j.jccee.20210602.13
Page(s)	46-53
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2021. Published by Science Publishing Group

Keywords

Old Bridge, Preservation, Reliability, Strengthening Method

References

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[3]	J. B. D. Chris P. Pantelides, Lawrence D. Reaveley,, "Seismic Strengthening of Reinforced-Concrete Multicolumn Bridge Piers," Earthquake Engineering Research Institute, vol. 23, pp. 635-664., 2007.
[4]	S. E. D. Konstantinos G. Vandoros, "Concrete jacket construction detail effectiveness when strengthening RC columns," Construction and Building Materials, vol. 22, pp. 264-276, 2008.
[5]	P. D. Nikita Gupta, Anil Dhiman, "Design and Detailing of RC Jacketting for Concrete Columns," IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), pp. 54-58, 2015.
[6]	M. o. P. W. R. o. Indonesia, "Bridge-Design-Manual Volume 1 and 2," ed. Jakarta: BMS (Bridge Management System), 1992.
[7]	SNI. 1725:2016, "Standar Nasional Indonesia Pembebanan untuk jembatan. (Indonesian Standard for Loading of Bridges)," ed. Jakarta: BSN (Badan Standardisasi Nasional), 2016.
[8]	AASTHO, "AASHTO LRFD Bridge Design Specifications, 6th Edition, with June 2012 Errat," ed. Washington DC, 2012.
[9]	RSNI-2833:201X, "Bridge design for earthquake loads," ed: BSN (Badan Standardisasi Nasional), 2013.
[10]	S. E. Dritsos, "SEISMIC STRENGTHENING OF COLUMNS BY ADDING NEW CONCRETE," BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, vol. 40, pp. 49-66, 2007.
[11]	Y. C. O. G. C. Lee, Z. Liang, T. C. Niu, J. W. Song, "Principles and Performance of Roller Seismic Isolation Bearings for Highway Bridges," MCEER (Earthquake Engineering to Extreme Events2007.
[12]	U. V. D. Sachin S. Ravala, "Effectiveness of Various Methods of Jacketing for RC Beams," rocedia Engineering: Chemical, Civil and Mechanical Tracks of the 3rd Nirma University International Conference on Engineering (NUiCONE 2012), 2012.
[13]	I. L. K. Reid, Concrete Bridge Strengthening and Repair. London: Thomas Telford, 2009.
[14]	T.-W. C. Shuenn-Yih Chang, Ngoc-Cuong Tran, Wen-I Liao, "Seismic retrofi tting of RC columns with RC jackets and wing walls with different structural details," EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, vol. 13, pp. 279-292, 1014.

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APA Style

I Nyoman Sutarja, I Gede Adi Susila, Made Ari Ariarsha Sumekar. (2021). Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. Journal of Civil, Construction and Environmental Engineering, 6(2), 46-53. https://doi.org/10.11648/j.jccee.20210602.13

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ACS Style

I Nyoman Sutarja; I Gede Adi Susila; Made Ari Ariarsha Sumekar. Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. J. Civ. Constr. Environ. Eng. 2021, 6(2), 46-53. doi: 10.11648/j.jccee.20210602.13

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AMA Style

I Nyoman Sutarja, I Gede Adi Susila, Made Ari Ariarsha Sumekar. Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. J Civ Constr Environ Eng. 2021;6(2):46-53. doi: 10.11648/j.jccee.20210602.13

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@article{10.11648/j.jccee.20210602.13,
  author = {I Nyoman Sutarja and I Gede Adi Susila and Made Ari Ariarsha Sumekar},
  title = {Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {6},
  number = {2},
  pages = {46-53},
  doi = {10.11648/j.jccee.20210602.13},
  url = {https://doi.org/10.11648/j.jccee.20210602.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20210602.13},
  abstract = {A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/φMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).},
 year = {2021}
}

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TY  - JOUR
T1  - Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach
AU  - I Nyoman Sutarja
AU  - I Gede Adi Susila
AU  - Made Ari Ariarsha Sumekar
Y1  - 2021/03/26
PY  - 2021
N1  - https://doi.org/10.11648/j.jccee.20210602.13
DO  - 10.11648/j.jccee.20210602.13
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 46
EP  - 53
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20210602.13
AB  - A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/φMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).
VL  - 6
IS  - 2
ER  -

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Author Information

I Nyoman Sutarja

Department of Civil Engineering, Faculty of Engineering, Udayana University, Denpasar, Indonesia
I Gede Adi Susila

Department of Civil Engineering, Faculty of Engineering, Udayana University, Denpasar, Indonesia
Made Ari Ariarsha Sumekar

Department of Civil Engineering, Faculty of Engineering, Udayana University, Denpasar, Indonesia

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APA Style

I Nyoman Sutarja, I Gede Adi Susila, Made Ari Ariarsha Sumekar. (2021). Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. Journal of Civil, Construction and Environmental Engineering, 6(2), 46-53. https://doi.org/10.11648/j.jccee.20210602.13

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ACS Style

I Nyoman Sutarja; I Gede Adi Susila; Made Ari Ariarsha Sumekar. Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. J. Civ. Constr. Environ. Eng. 2021, 6(2), 46-53. doi: 10.11648/j.jccee.20210602.13

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AMA Style

I Nyoman Sutarja, I Gede Adi Susila, Made Ari Ariarsha Sumekar. Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach. J Civ Constr Environ Eng. 2021;6(2):46-53. doi: 10.11648/j.jccee.20210602.13

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@article{10.11648/j.jccee.20210602.13,
  author = {I Nyoman Sutarja and I Gede Adi Susila and Made Ari Ariarsha Sumekar},
  title = {Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {6},
  number = {2},
  pages = {46-53},
  doi = {10.11648/j.jccee.20210602.13},
  url = {https://doi.org/10.11648/j.jccee.20210602.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20210602.13},
  abstract = {A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/φMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).},
 year = {2021}
}

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TY  - JOUR
T1  - Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach
AU  - I Nyoman Sutarja
AU  - I Gede Adi Susila
AU  - Made Ari Ariarsha Sumekar
Y1  - 2021/03/26
PY  - 2021
N1  - https://doi.org/10.11648/j.jccee.20210602.13
DO  - 10.11648/j.jccee.20210602.13
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 46
EP  - 53
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20210602.13
AB  - A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/φMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).
VL  - 6
IS  - 2
ER  -

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