Technical Papers
Apr 21, 2020

Restoration of Mireuksaji Stone Pagoda: Evaluation of Reinforced Granite Members with Titanium Bars

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 4

Abstract

Granite is one of the most common stones used historically in Korean architecture. Given the abundance of high-quality granite, more than 90% of the pagoda structures in Korea–tiered towers with multiple eaves—were built using this stone. Recognition and understanding of the structural behavior of this material are crucial for preservation of these pagodas. Hence, material properties of granite such as compressive and tensile strength, and Young’s modulus were investigated by conducting tests from quarries having undergone comparable differentiation processes with stones having similar mineral composition. To enhance the mechanical behavior of the stone and efficiency, a proposal to reinforce the stone through use of titanium bars was suggested. Subsequently, a series of experiments were also performed to determine strength dependency. Several pullout tests using resin epoxy were made to determine bond behavior between the two. Here, granite specimens were reinforced at the center of a single titanium bar having varied lengths and diameters. Experimental results indicated that upon reaching effective development length, larger embedment length did not result in increased tensile strength.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the submitted article.

Acknowledgments

The work presented in this paper was sponsored by National Research Foundation of Korea (NRF) Grant No. 2015R1A5A1037548 and the Institute of Construction and Environmental Engineering. The views expressed are those of authors and do not necessarily represent those of the sponsor.

References

Giaretton, M., D. Dizhur, F. da Porto, and J. Ingham. 2015. “Constituent material properties of New Zealand unreinforced stone masonry buildings.” J. Build. Eng. 4 (Dec): 75–85. https://doi.org/10.1016/j.jobe.2015.08.005.
Golden, L. B., I. R. Lane, and W. L. Acherman. 1952. “Corrosion resistance of titanium, zirconium, and stainless steel.” Ind. Eng. Chem. 44 (8): 1930–1939. https://doi.org/10.1021/ie50512a050.
Korea Industrial Standard. 2006. Split tensile strength test method of concrete. [In Korean.] KS F 2423. Seoul, Korea: Korean Standards Association.
Korea Industrial Standard. 2007. Compressive strength test method for hydraulic cement mortar. [In Korean.] KS L 5105. Seoul, Korea: Korean Standards Association.
Korea Industrial Standard. 2010a. Concrete compressive strength test method. [In Korean.] KS F 2405. Seoul, Korea: Korean Standards Association.
Korea Industrial Standard. 2010b. Method of making specimen for strength test of concrete. [In Korean.] KS F 2403. Seoul, Korea: Korean Standards Association.
Korean Industrial Association. 2003. Method of tensile test for metallic materials. [In Korean.] KS B 0802. Seoul, Korea: Korean Standards Association.
Korean Industrial Association. 2007. Test pieces for tensile test for metallic materials. [In Korean.] KS B 0801. Seoul, Korea: Korean Standards Association.
Ludovico-Marques, M., C. Chastre, and G. Vasconcelos. 2012. “Modelling the compressive mechanical behaviour of granite and sandstone historical building stones.” Constr. Build. Mater. 28 (1): 372–381. https://doi.org/10.1016/j.conbuildmat.2011.08.083.
Pereira, D., and B. J. Cooper. 2014. “Building stone as a part of a World Heritage Site:‘Piedra Pajarilla’ granite and the city of Salamanca, Spain.” Geol. Soc. London Spec. Publ. 391 (1): 7–16. https://doi.org/10.1144/SP391.3.
Venice Charter. 1964. “International charter for the conservation and restoration of monuments and sites.” In Monuments. Venice, Italy: UNESCO-ICOMOS Documentation Centre.
Yavartanoo, F., T. H.-K. Kang, S. Jeon, and S.-G. Hong. 2019. “Investigation of material and structural performance of Mireuksaji stone pagoda.” J. Perform. Constr. Facil. 33 (6): 04019059. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001326.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 4August 2020

History

Received: Jul 14, 2019
Accepted: Jan 3, 2020
Published online: Apr 21, 2020
Published in print: Aug 1, 2020
Discussion open until: Sep 21, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Fahimeh Yavartanoo
Ph.D. Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.
Thomas H.-K. Kang [email protected]
Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea (corresponding author). Email: [email protected]
Tae-Uk Ha
Researcher, Division of Safety and Disaster Prevention, National Research Institute of Cultural Heritage, Daejeon 34122, Korea.
Woo-Young Lim
Assistant Professor, Dept. of Architectural Engineering, Wonkwang Univ., 460 Iksandae-ro, Iksan 54538, Korea.
Sung-Gul Hong
Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share