Abstract
Rock deformations induced by active faults is an important topic in earthquake studies. Such deformations are usually measured with crossfault measurements (CFM), which are time-consuming and labor-intensive. In this study, rock deformations induced by the famous Xianshuihe fault in Xialatuo of China were estimated by groundwater-level monitoring (GLM) and CFM for the period of January 1, 2016 to December 31, 2018. The pattern of the variations in areal strain estimated with GLM matches that from CFM well. The estimated strain by the GLM and CFM both changed from positive to negative with time, indicating that the fault plane switched from tensile to compressive. This indicates that the rate of rock deformation had slowed down during this period, which is consistent with the long-term creep rates obtained by CFM at the site, implying that the fault may have gradually entered the next relock state. The estimated strain changes using the GLM method lag slightly behind those of CFM, which is probably due to the diffusive effects of pore pressure propagation that is caused by the rock deformation under the crustal stress. This study demonstrates that GLM is a more convenient and efficient addition to traditional geophysical techniques and raises the possibility for the characterization of continuous rock deformations. The method may be used to obtain the changing regional strain field with a network of monitoring wells.
Highlights
Estimation of rock deformation and ground movement induced by active faults is an important task in earthquake studies [1–5]
The results show that the pattern of the variations in the areal strain estimated with groundwater-level monitoring (GLM) matches well with that obtained by crossfault measurements (CFM)
(1) The pattern of the areal strain variations estimated using the GLM method matches well with that obtained by the CFM method
Summary
Estimation of rock deformation and ground movement induced by active faults is an important task in earthquake studies [1–5]. GPS observation has been widely used in previous regional deformation and/or ground movement studies [1, 6–12]. GPS data can be used to analyze plate movement with a measurement accuracy of 10-8 and regional deformations with a measurement accuracy of 10-9 [2, 4]. GPS data can be further used to analyze the creep movement of faults, with its accuracy reaching 1010 [2, 4]. The measurement accuracy is determined by the density of the GPS monitoring stations.
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