Material analysis for restoration application: a case study of the world’s first university Mor Yakup Church in Nusaybin, Mardin

KARATAŞ, Lale; Alptekin, Aydın; Yakar, Murat

doi:10.1186/s40494-023-00935-2

“…In the observational and experimental analyses of the structure, it is expected to nd higher salt content, particularly chloride (Cl-) ions, in areas where repairs have been carried out using Portland cement. Hence, after normal cleaning, the process of removing soluble salts should be repeated using a paper pulp compress [51][52][53].…”

Section: Discussionmentioning

confidence: 99%

Damage assessment and restoration proposal following the 2023 Türkiye earthquakes: UNESCO World Heritage Site Diyarbakır City Walls, Türkiye

KARATAŞ

¹

,

Bayhan

²

2023

Preprint

0

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Diyarbakır City Walls, one of the longest defensive structures in the world, following the Great Wall of China, the walls of Antakya, and the walls of Istanbul, is a UNESCO World Heritage site since 2015. With a history of approximately 5000 years, the Diyarbakır City Walls have been affected by consecutive earthquakes centered in Kahramanmaraş in 2023, resulting in damages to various sections. Urgent restoration and repair interventions are needed for these sections of the Diyarbakır City Walls due to earthquake-induced damages. Although there are limited studies presenting stone analysis of the Diyarbakır City Walls in the literature, no studies focusing on mortar analysis have been found. The objectives of this study are as follows: (I) to identify the mechanisms and factors of earthquake damages in the Diyarbakır City Walls, (II) to conduct necessary analyses for the selection of mortar materials for post-earthquake repairs, and (III) to provide restoration and strengthening recommendations to ensure the sustainability of the original structure. Observational, petrographic, chemical, and SEM analysis techniques were used, and the findings were interpreted comparatively. The results demonstrate that the most severe damages after the earthquake in the Diyarbakır City Walls were caused by the inadequate adhesion of missing mortar joints and different types of materials used between double-walled structures. Additionally, the presence of clay minerals identified in the mineralogy of the mortar through experimental analysis was defined as an internal issue causing the loss of mortar due to osmotic pressure created by water absorption. Another factor causing the loss of mortar is the presence of chloride-type salts, which were found to be present in a significant amount in all samples and were attributed to the use of Portland cement in previous faulty repairs. It was also determined that recent faulty repointing works contributed to the loss of mortar. Finally, this article presents original restoration and strengthening recommendations to repair the earthquake-induced damages and prevent their reoccurrence in the future.

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Damage assessment and restoration proposal following the 2023 Türkiye earthquakes: UNESCO World Heritage Site Diyarbakır City Walls, Türkiye

Karataş,

Bayhan

2023

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Diyarbakır City Walls, one of the longest defensive structures in the world, following the Great Wall of China, the walls of Antakya, and the walls of Istanbul, is a UNESCO World Heritage site since 2015. With a history of approximately 5000 years, the Diyarbakır City Walls have been affected by consecutive earthquakes centered in Kahramanmaraş in 2023, resulting in damages to various sections. Urgent restoration and repair interventions are needed for these sections of the Diyarbakır City Walls due to earthquake-induced damages. Although there are limited studies presenting stone analysis of the Diyarbakır City Walls in the literature, no studies focusing on mortar analysis have been found. The objectives of this study are as follows: (I) to identify the mechanisms and factors of earthquake damages in the Diyarbakır City Walls, (II) to conduct necessary analyses for the selection of mortar materials for post-earthquake repairs, and (III) to provide restoration and strengthening recommendations to ensure the sustainability of the original structure. Observational, petrographic, chemical, and SEM analysis techniques were used, and the findings were interpreted comparatively. The results demonstrate that the most severe damages after the earthquake in the Diyarbakır City Walls were caused by the inadequate adhesion of missing mortar joints and different types of materials used between double-walled structures. Additionally, the presence of clay minerals identified in the mineralogy of the mortar through experimental analysis was defined as an internal issue causing the loss of mortar due to osmotic pressure created by water absorption. Another factor causing the loss of mortar is the presence of chloride-type salts, which were found to be present in a significant amount in all samples and were attributed to the use of Portland cement in previous faulty repairs. It was also determined that recent faulty repointing works contributed to the loss of mortar. Finally, this article presents original restoration and strengthening recommendations to repair the earthquake-induced damages and prevent their reoccurrence in the future.

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Archaeometric characterization and restoration proposal for filling mortars of Oshki (Öşvank) church

Kavali,

Eroğlu,

Çakıcı

et al. 2023

Herit Sci

1

0

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In order to ensure the sustainability of cultural, historical and architectural heritage, preserving and restoring historical buildings and transferring them to future generations is one of the important issues of today. Restoration decisions regarding the repairs of historical buildings are of great importance in this context. Developing correct intervention decisions requires the thorough analysis of the structure, the determination of the structural and material properties meticulously, and the use the most appropriate materials for repairing it. However, only physical and chemical analyses are not sufficient to determine material properties of historical buildings; therefore, archaeometric analyses are needed to determine them more appropriately. In this study, it is aimed to determine the components and characteristics of the filling mortars of Oshki (Öşvank) Church, one of the most magnificent structures of the Eastern Anatolia region, in order to preserve the masonry structure and guide the restoration studies in the light of archaeometric analyses. The raw material properties of the samples taken from the filling mortars of the church were determined by the physical, chemical and petrographic analyses. As a result of the analyses, the aggregate-binding properties of Oshki Church filler mortars were determined. It was revealed that the aggregate content was determined as petrographic, lime was used as a binder and all samples contained pozzolan whereas no cement was used in any of the samples, and the samples did not contain marble rice/powder and organic additives like oil, protein etc. It has also been observed that the aggregate in the mortar content is compatible with the geological formations of near surrounding of the church. In this context, this study emphasizes the importance of archaeometric analysis in restoration of historical buildings. Moreover, differing from other studies in the literature, this study proposes mortar recipe to be used in the restoration of the church, which can pioneer to future studies in the field of architectural restoration.

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Material analysis for restoration application: a case study of the world’s first university Mor Yakup Church in Nusaybin, Mardin

Cited by 6 publications

References 32 publications

Damage assessment and restoration proposal following the 2023 Türkiye earthquakes: UNESCO World Heritage Site Diyarbakır City Walls, Türkiye

Damage assessment and restoration proposal following the 2023 Türkiye earthquakes: UNESCO World Heritage Site Diyarbakır City Walls, Türkiye

Damage assessment and restoration proposal following the 2023 Türkiye earthquakes: UNESCO World Heritage Site Diyarbakır City Walls, Türkiye

Archaeometric characterization and restoration proposal for filling mortars of Oshki (Öşvank) church

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