TY - JOUR
T1 - High-Resolution 3D FEM Stability Analysis of the Sabereebi Cave Monastery, Georgia
AU - Domej, Gisela
AU - Previtali, Marco
AU - Castellanza, Riccardo
AU - Spizzichino, Daniele
AU - Crosta, Giovanni B.
AU - Villa, Alberto
AU - Fusi, Nicoletta
AU - Elashvili, Mikheil
AU - Margottini, Claudio
N1 - Funding Information:
The project was conducted within the framework of a "Multidisciplinary Survey and Monitoring of the Gareja Rock Cut Complex, the Monument of National Value" funded by the National Agency for Cultural Heritage Preservation of Georgia and managed by the Ilia State University, Georgia, together with the Italian Institute for Environmental Protection and Research, Italy, and the support of the University of Milano-Bicocca, Italy. Data used in this work was jointly acquired and, accordingly, belongs to all three institutions.
Copyright:
© 2022, The Author(s).
PY - 2022/8
Y1 - 2022/8
N2 - This study assesses the static stability of the artificial Sabereebi Cave Monastery southeast of Georgia's capital, Tbilisi. The cliff into which these Georgian-Orthodox caverns, chapels, and churches were carved consists of a five-layered sequence of weak sedimentary rock—all of which bear a considerable failure potential and, consequently, pose the challenge of preservation to geologists, engineers, and archaeologists. In the first part of this study, we present a strategy to process point cloud data from drone photogrammetry as well as from laser scanners acquired in- and outside the caves into high-resolution CAD objects that can be used for numerical modeling ranging from macro- to micro-scale. In the second part, we explore four distinct series of static elasto-plastic finite element stability models featuring different levels of detail, each of which focuses on specific geomechanical scenarios such as classic landsliding due to overburden, deformation of architectural features as a result of stress concentration, material response to weathering, and pillar failure due to vertical load. With this bipartite approach, the study serves as a comprehensive 3D stability assessment of the Sabereebi Cave Monastery on the one hand; on the other hand, the established procedure should serve as a pilot scheme, which could be adapted to different sites in the future combining non-invasive and relatively cost-efficient assessment methods, data processing and hazard estimation.
AB - This study assesses the static stability of the artificial Sabereebi Cave Monastery southeast of Georgia's capital, Tbilisi. The cliff into which these Georgian-Orthodox caverns, chapels, and churches were carved consists of a five-layered sequence of weak sedimentary rock—all of which bear a considerable failure potential and, consequently, pose the challenge of preservation to geologists, engineers, and archaeologists. In the first part of this study, we present a strategy to process point cloud data from drone photogrammetry as well as from laser scanners acquired in- and outside the caves into high-resolution CAD objects that can be used for numerical modeling ranging from macro- to micro-scale. In the second part, we explore four distinct series of static elasto-plastic finite element stability models featuring different levels of detail, each of which focuses on specific geomechanical scenarios such as classic landsliding due to overburden, deformation of architectural features as a result of stress concentration, material response to weathering, and pillar failure due to vertical load. With this bipartite approach, the study serves as a comprehensive 3D stability assessment of the Sabereebi Cave Monastery on the one hand; on the other hand, the established procedure should serve as a pilot scheme, which could be adapted to different sites in the future combining non-invasive and relatively cost-efficient assessment methods, data processing and hazard estimation.
KW - 3D FEM
KW - Geoarchaeology
KW - Point cloud processing
KW - Slope stability
KW - Soft rock
KW - Static analysis
UR - http://www.scopus.com/inward/record.url?scp=85131569666&partnerID=8YFLogxK
U2 - 10.1007/s00603-022-02858-z
DO - 10.1007/s00603-022-02858-z
M3 - Article
AN - SCOPUS:85131569666
SN - 0723-2632
VL - 55
SP - 5139
EP - 5162
JO - Rock Mechanics and Rock Engineering
JF - Rock Mechanics and Rock Engineering
IS - 8
ER -