We studied the surface crack deterioration mechanism and physical weathering evaluation system for the Stone Cultural Properties using correlation between surface crack and rock cleavage. In this study, To investigate the development and growth of microcracks were fatigue loading tests in normal sample and sample experienced freezing-thawing. It comparison study of stereophotogramme -try, clino compass and digital clino compass for efficient investigation of stone cultural property. In this paper, was carried around the pagoda and Rock-carve -d Buddha made of granitic rock, which account for the majority of domestic stone cultural property. Samples made of each rock cleavage plane is pressurize -d with 60 % and 80% of the compressive strength to held 5, 10 and 30 minute -s. As a result rift, grain, hardway has developed a microcracks growth in the same direction as, is a remarkable growth of which was related to rift. Freeze- thaw experiments targeting rift and hardway surface was performed using the s -amples experienced a 10, 20, 30cycle with 80% load of compression strength under conditions of holding 5, 10, 30min. Microcracks growth properties can be seen that far many fine cracks occurred as compared to the initial sample not discount effect mechanical weathering was developed along rock cleavage direction. The development of microcracks due to rift is significant, again. A result, the surface crack growth in stone cultural property, has been found to grow in conjunction with rock cleavage direction indicated by the granite of mechanical anisotrophy. Also, freeze-thaw when subjected to seasonal effects such as melting, it is determined that the growth of surface cracks for connection of between microcracks is accelerated. Surface cracks in this case acts as an important factor to induce chemical, biological, and mechanical weathering, particularly growth associated with rift is now the role of the passage to inside stone cultural propertiesit is intended to accelerate the weathering. Granitic rock through various experiments, it was confirmed that the formation of surface cracks by mechanical weathering and damage it appears in a characteristic shape. By utilizing this, and to evaluate the physical weathering index for pagoda into five glades, it has been presented to the respective solution. In the case of Rock-carved Buddha made in rock, is calculated into five glades according to the number of cracks-joint system at 1m intervals, it has been presented to each of the solution. When applying physical weathering index, there is a need to consider the type of rock that make up the cultural heritage of the stone. The sedimentary rock, are required to be analyzed by adding certain conditions along the stratification direction. It result of applying the ShapeMetrix3D analysis that is a Stereophotogrammetry to Rock-carved Buddha(Gyeongju Namsan Samneung valley Seongakyukjonbul, Dojeon-ri Rock-carved Buddhas in Sancheong) and pagoda(Naewonsa temple three-storied pagoda), high efficiency of investigation than the direct irradiation method, the accuracy of the data high, non-destructive, investigation of a non-contact method is capable of became. In addition to this, it is possible to evaluate the fracture prediction of stability using Streographic projection analysis. If we comprehensively the results of this paper, when investigating a pagoda and Rock-carved Buddha is, by applying a physical weathering index is now possible to propose solution through the visual observation, in addition to this , non-contact and non-destructive ShapeMatrix3D analysis was performed, and now can be predicted to future fracture surface. Therefore, it is was to establish a comprehensive diagnostic process. When applying such findings to actual investigation for stone cultural properties, it is determined as a data that can increase efficiency in managing cultural properties.
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Ⅰ.서론 11. 연구배경 12.연구목적 3Ⅱ.미세균열에 대한 이론적 연구 41.균열의 초생적 원인 42.균열의 성장 61)암석의 변형(Rock Deformation) 62)차별응력과 열적응력에 의한 균열 성장 73)압축력 이외의 차별응력에 의한 균열의 성장 84)균열성장에 대한 압축력과 인장력의 관계 83.석영의 아문 균열(healed crack)과 열린 균열(open crack) 94.균열과 풍화 115.화강암의 역학적 이방성과 균열의 성장 11Ⅲ.입체사진측량기법 및 사면해석법 131.입체사진측량기법의 기본 이론 142.평사투영 해석법 161)평사투영 작도 162)사면파괴 안정성 해석 173)평면파괴 해석 174)쐐기파괴 해석 22Ⅳ.미세균열에 의한 표면 균열 거동 특성 241.실험 방법 241)적용대상 선정 242)시료성형 및 물리적 특성 측정 253)압축 실험 264)동결-융해 실험 275)미세균열 박편 제작 및 해석 282.실험 대상의 암석기재적특징 293.원암에 대한 미세균열 및 파괴강도 분석 301)석영내의 미세균열 및 물리량 측정 302)원암에 대한 물리적 특성 측정 및 압축 실험 344.가압 후 시료에 대한 미세균열 분석 371)일정한 하중 유지시간에 따른 미세균열 거동 특성 372)일정한 하중 유지시간에 따른 미세균열 방향성 525.동결-융해를 받은 시료에 대한 가압 후 미세균열 분석 601)동결-융해 후 80%가압 유지 조건에서 미세균열 거동 특성 602)동결-융해 후 80%가압 유지 조건에서 미세균열 방향성 756.토의 및 토론 831)결 방향과 미세균열 성장 832)동결-융해와 미세균열 성장 84Ⅴ.ShapeMetrix3D를 이용한 표면 균열 분석 적용 861.경주 남산 선각육존불 861)선각육존불의 현황 862)선각육존불 주변 지역의 지질 개요 873)암석기재적특징 및 비파괴 검사 894)마애불의 표면 균열 분석 945)안정성 평가 1042.산청 도전리 마애불상군 1141)도전리 마애불상군의 현황 1142)도전리 마애불상군 주변 지역의 지질 개요 1153)암석기재적특징 1174)마애불의 표면 균열 분석 1195)안정성 평가 1323.산청 내원사 삼층석탑 1411)내원사 삼층석탑의 현황 1412)내원사 삼층석탑 주변 지역의 지질 개요 1423)1층 탑신의 방향별 표면 균열 분석 1454)안정성 평가 1514.토의 및 토론 1541)측정기기간의 비교 분석 154Ⅵ.종합 고찰 및 토의 1561.원암 파괴 양상 및 표면 균열 발달과의 관련성 1562.석탑에 대한 풍화지수 1623.마애불에 대한 풍화지수 168Ⅶ.결론 173참 고 문 헌 176