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Mechanical and geophysical properties obviously vary between rocks and rock masses. In general, rock mass structures are seldom analyzed quantitatively based on geophysical information. In this paper, the authors combine data from 278 shallow boreholes and 12 CSNS engineering geo-exploration lines in a granitic area in South China and use the GOCAD software platform to establish a three-dimensional geological-geophysical model. A quantitative relationship between the rock mass structure and granitic RCI (rock core index) is then established. An empirical relationship between the RCI and the seismic velocity of the rock mass is also obtained, which is helpful for analyzing the features of the rock mass. This research improves the quantitative study of rock mass structures using geophysical parameters, which is helpful for the prevention of geological disasters along the highway in the granitic area. [ABSTRACT FROM AUTHOR]

Granite is exposed across 9% of China, and many major infrastructures are located in granitic areas because of the intact structure and high compressive strength of granite. Therefore, the identification of disturbed granite by integrating rock mass properties is important for construction safety. In this paper, the authors utilize data from 278 shallow boreholes and 12 geophysical exploration lines in South China and establish a 3-D geological-geophysical model. A quantitative relationship between the disturbed rock mass structure and rock core index (RCI) is then established. An empirical relationship between the electrical resistivity and the seismic velocity of the disturbed granite at the China Spallation Neutron Source (CSNS) site is also obtained. This research enhances the quantitative characterization of disturbed granite, especially disintegrated laminated granite, using rock mass geophysical parameters. [ABSTRACT FROM AUTHOR]