1. Assessment of Active Deformation in the Surrounding Regions of the 7th to 12th AD Monuments in the Central Kumaon Himalayas: A Seismotectonic Approach using PSInSAR.
- Author
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Kothyari, Girish Ch., Joshi, Achla, Dumka, Rakesh K., Kotlia, Bahadur S., Patidar, Atul Kumar, Joshi, Moulishree, Luirei, Khayingshing, Naik, Sambit Prasanajit, Taloor, Ajay K., Joshi, Mayank, and Kothyari, Hem Ch.
- Abstract
This study focuses on the stone-made temples that were constructed in the Western Himalayas between 700 and 1200 AD in the Gomati River valley to determine the damage caused by historic earthquakes. The destruction and collapse of these monuments are attributed to historic earthquakes that occurred in the Western Himalayas during the years 1338, 1574, and 1747–1830 AD, as well as to armed struggles between two ethnic groups who practice different religions. Structural dislocation such as tilting of temples, rotation and displacement of the pillars, and stone block unit points toward earthquake-induced dislocation. The temples were probably built in arid climatic conditions (700 and 1200 AD) and were reconstructed around 1602 AD as a result of considerable damage held by a high-intensity earthquake. Based on seismo-archaeological indicators, the current research states that these monuments were affected by the devastating earthquakes of 1505 and 1803 AD. Another possibility for this structural catastrophe is the north-westerly tilting of temples because of ground subsidence brought on by intense monsoonal precipitation. Interestingly, the multi-decadal speleothem research in the proximity indicates a drier climate phase from 830 to 1210 AD. The goal of the current research was to assess the active deformation in the Baijnath temple complex of the Western Himalaya (the study area) and to correlate the results with high-resolution multi-decadal scale climatic data. A reliable remote sensing technique for monitoring land subsidence using satellite data called Differential Interferometric Synthetic Aperture Radar (DInSAR) and Persistent Scattered Interferometry (PSI) is utilized to carry out this investigation and analyze the ongoing regional scale co-seismic deformation pattern. The data obtained from PSI were substantiated by the published outcomes of GPS derived strain distribution and peak ground acceleration (PGA). The combined findings of DInSAR and PSI imply that the area is deforming at a pace of +-7.5 mm/y, which is consistent with the GPS velocity inferred from the area. Our findings imply that the Baijnath temple complex experienced significant damage due to the historic earthquakes, highlighting the potential of contemporary geospatial techniques in advancing archaeoseismological investigations. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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