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Jain, S. C.
- Central Indian Shear Zone: A Major Pre-Cambrian Crustal Boundary
Authors
1 Geological Survey of India, Central Region, Nagpur-440 010, IN
Source
Journal of Geological Society of India (Online archive from Vol 1 to Vol 78), Vol 37, No 6 (1991), Pagination: 521-531Abstract
The paper records the occurrence of mylonites along a major ductile shear zone in Nagpur-Bhandara- Balaghat-Bilaspur-Korba region of Central India, now named as Central Indian Shear/Suture zone (C.I.S.). The main shear zone extends from SSE of Nagpur to south of Korba over a distance of 500 km with a sinuous E-W trend and subvertical to steep northerly dips. Its northern branch extending in ENE direction from Amarkantak to north of Nagai has been named as the Tan Shear. The CIS separates the high-grade Sausar metasediments with a zone of granulites to its north from the dominant low-grade volcanogenic sequences to its south.
Bouguer gravity trends over Central India suggest that the CIS probably extends eastwards into the Singhbhum shear zone of Bihar-Orissa and westwards, into the Delhi-Aravalli shear zone in Rajasthan.
Keywords
Central Indian Shear Zone, Precambrian, Central India.- Mise-a-la-Masse Technique in Establishing The Lateral Extension of Fractures in Hard Rocks
Authors
1 National Geophysical Research Institute, Hyderabad - 500 007, IN
Source
Journal of Geological Society of India (Online archive from Vol 1 to Vol 78), Vol 61, No 2 (2003), Pagination: 185-194Abstract
Mise-a-la-masse technique has been applied to map water filled fracture1 struck in bore wells in a small watershed near Hyderabad. The area consists of hard crystalline rock mainly granite where groundwater is mostly tapped from iractured rock. In the watershed, 25 wells have been drilled fairly distributed over the area on the basis of results of Vertical Electrical Soundings (VES) to study the groundwater conditions in the weatheredffractured aquifer system. Mise-a-la-masse and Spontaneous Polarization (SP) investigations were carried out at five out of these 25 sites, to delineate the lateral extension of fractures. The anomalies are clearly indicative at four locations and some indication is seen at the fifth location. Two bore wells drilled on the basis of these results have encountered fractures at the same depth as at the experimental site. It is concluded that mise-a-la-masse technique supplemented with S.P. investigations could be helpful in delineating the extension of fractures.Keywords
Mise-a-la-Masse, SP, Electrical Mapping, Fractures in Hard Rock, Maheshwaram Watershed, Andhra Pradesh.- Groundwater Targeting in a Shaley Limestone Terrain: an Integrated Approach
Authors
1 National Geophysical Research Institute, Hyderabad - 500 007, IN