Damage to masonry walls can occur for various factors. It is often believed that heavy rains and increased rainfall cause soil and sand to flow into the stone masonry walls, leading to this damage. However, no research has definitively proven or analyzed this causal relationship.This study aims to evaluate the causes of damage to masonry walls due to severe rainfall and to propose preventive strategies to mitigate future risks. The assessment found that, as a form of cultural heritage, the stone masonry walls did not exhibit any structural or material issues that could compromise their stability. However, concerns were raised about potential problems arising from hydraulic pressure due to rising groundwater levels. Calculations and computer simulations confirmed that the risk of collapse increases with higher groundwater levels. Therefore, it is essential to carry out repairs and reinforcements to prevent a recurrence of this situation.

Abstract
1. 서론
    1.1 연구의 배경
    1.2 기존의 연구와 사례
    1.3 연구 방법 및 목적
2. A읍성 석축의 붕괴 사례
    2.1 A읍성의 구조
    2.2 시공상태 분석
    2.3 붕괴의 과정
3. 성벽 내부로 토사유입의 영향성
    3.1 성상로의 우수 흐름 경로 분석
    3.2 토양의 투수계수
    3.3 성돌의 마찰력과 지하수압
4. 수압이 석축에 미치는 영향 분석
    4.1 재료적 물성치
    4.2 이상화 모델
5. 결론
감사의 글
References

• 이가윤(세종대학교 건축공학과 딥러닝 건축연구소, 박사 후연구원, 석사과정) | Lee Ga-Yoon (Deep Learning Architecture Research Center, Department of Architectural Engineering, Sejong University)
• 조혜림(세종대학교 건축공학과 딥러닝 건축연구소, 박사 후연구원, 석사과정) | Jo Hye-Rim (Deep Learning Architecture Research Center, Department of Architectural Engineering, Sejong University)
• 이성민((재)한국건설품질연구원 부원장, 공학박사) | Lee Sung-Min (Korea Construction Quality Research Center (KCQR))
• 이기학(세종대학교 건축공학과 딥러닝 건축 연구소 교수, 공학박사) | Lee Kihak (Deep Learning Architecture Research Center, Department of Architectural Engineering, Sejong University) Corresponding author