Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)

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Flexural Behavior of Ferrocement on Coastal Infrastructure

Authors
B. Bayzoni1, *, H. R. Husni2
1Department of Civil Engineering, Faculty of Engineering, Lampung University, Gedong Meneng, Rajabasa, Bandar Lampung, Indonesia, 35141
2Department of Civil Engineering, Faculty of Engineering, Lampung University, Gedong Meneng, Rajabasa, Bandar Lampung, Indonesia, 35141
*Corresponding author. Email: bayzoni.1973@eng.unila.ac.id
Corresponding Author
B. Bayzoni
Available Online 2 August 2024.
DOI
10.2991/978-94-6463-475-4_32How to use a DOI?
Keywords
coastal environment; ferrocement; portland cement composite
Abstract

Coastal buildings and infrastructure, especially piers or barges, definitely interact with sea water which has salinity, this will affect the physical and mechanical properties of ferrocement which will affect the life use of the building. So it is necessary to conduct research on the influence of the coastal environment on the physical and mechanical properties of ferrocement. The research was carried out by making ferrocement panels 25mm x 100mm x 500mm size, then the panels were placed in the coastal environment of Bandar Lampung City. The research results showed that the modulus of rupture/first crack of ferrocement decreased by 27.19% after being soaked for 8 weeks. The flexural strength of ferrocement decreased by 14.13% after being soaked for 8 weeks. Anomalies occurred at 1 and 2 weeks of immersion that showed an increase which indicated that cement hydration reactions were still occurring for up to 6 weeks. So, it is deemed necessary to carry out further studies regarding the increase in compressive strength of PCC cement mortar over time (effective age of the PCC cement hydration process). Another study needs to be carried out using a reinforcement ratio greater than 1% to study the level of durability and ductility.

Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
Series
Advances in Engineering Research
Publication Date
2 August 2024
ISBN
10.2991/978-94-6463-475-4_32
ISSN
2352-5401
DOI
10.2991/978-94-6463-475-4_32How to use a DOI?
Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - B. Bayzoni
AU  - H. R. Husni
PY  - 2024
DA  - 2024/08/02
TI  - Flexural Behavior of Ferrocement on Coastal Infrastructure
BT  - Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
PB  - Atlantis Press
SP  - 376
EP  - 388
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-475-4_32
DO  - 10.2991/978-94-6463-475-4_32
ID  - Bayzoni2024
ER  -