Our archaeoseismological studies of the ruins of a medieval Christian temple located at the foot of Kilisa-Kaya Mountain in the southeast of the Crimean Peninsula have shown that the building structures have obvious traces of significant seismic damages: tilts, shifts, and rotations of both entire building elements and individual stone blocks or their packages. Extended subvertical interblock cracks break the walls of the temple to their entire residual height. Oblique cracks that occur under conditions of longitudinal compression cut elongated building blocks. The stone pavement of the temple is also damaged: there are depressions in it. Judging by the fact that the temple was repaired, and sections of the repaired walls were also deformed, the structure was affected by two seismic events. The last of them left traces in the apse and the northern portal. Seismic oscillations spread in the sublatitudinal direction. The damage caused by this earthquake apparently includes shifts and tilts of brickwork in the submeridionally oriented walls, as well as the loss of domed and arched parts of the building. The first earthquake led to the appearance of deformations (shifts) in the walls of the sublatitudinal strike, after which the temple was repaired. The second seismic event, apparently, led to the formation of a landslide in the upper reaches of the dry creek in the valley of which the temple was located. The lake formed above the dam once broke through the barrier, and a mudslide passed down the valley. The mudflow material filled the interior of the temple and formed sediments around the building. Mudslide deposits covered and preserved the walls of the temple, as well as deformations in them for hundreds of years. Judging by the severity of the damage to the religious building, built with special quality, the intensity of seismic oscillations during both seismic events was at least VIII points. The exact dates of the construction of the temple and the earthquakes still need to be clarified, for which further research of the monument is necessary. Since its construction is tentatively dated from the second half of the 12th century to the first half of the 13th century, the first earthquake occurred after the specified date. It is known that the temple was almost completely buried under a layer of soil by the end of the 18th century. Accordingly, the second seismic event can be dated to this time.

Porosity is an important parameter that affects the deformation, mechanical properties, and constitutive relationships of soil structures. It can be used as an important basis for deterioration research and safety assessment in the field of earth site protection. By collecting scanning electron microscope images (SEM) of the rammed earth of the ancient city wall of Pingyao, a world cultural heritage, and using software such as ImageJ and MATLAB to analyze the characteristics of the images from two-dimensional and three-dimensional perspectives, the relationship between threshold and porosity was studied and summarized. It was found that using the Boltzmann function eigenvalue as the control threshold can well characterize the two-dimensional porosity of soil. Using the idea of integration, the binary slice images with different thresholds are simplified and accumulated to construct a three-dimensional image porosity calculation model. Write a three-dimensional pore characteristic parameter program to extract the statistical image grayscale information and perform normal fitting. Based on the probability interval of the image grayscale distribution, calculate the threshold interval that can effectively reflect the three-dimensional pore characteristics of the soil. This research has important theoretical and practical significance for the protection research of earthen sites. The study of image-based porosity calculation can provide an important basis for the study, conservation and evaluation of earthen artifacts.A calculation model of image three-dimensional porosity is proposed.A calculation method that can effectively reflect the three-dimensional pore structure characteristics of soil is proposed.Use mathematical principles to construct the relationship between microscopic image porosity and macroscopic porosity.