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Deepest borehole depth of 583 meters     drilled by Mesy at the altitude of 12,000ft in     upper Himalaya. New
4 deep boreholes of Testing & Logging     completed for Geodata/BRO in upper     Himalaya. New
Completed II Phase of borehole Testing &     Logging at HZL up to the depth of 1100     meters. New
Mesy (India) Pvt. Ltd. has been awarded     ISO 9001:2008 Certification.
Representative appointed in South     America.
Mesy (India) start its Seismic profiling and     Tomography.
Starting offshore projects for Logging. New
Drilling services available now with wire     line technique. New
Completed 8 boreholes (Up to 950 Meters)     for SK, Rampura, Kayar Mines for     Hindustan Zinc Ltd. New
We have added additional services now    specially for clients of mines, tunnel, cavern,    underground storage etc with the team of    experts. New

  • Geotechnical studies including core logging and rock mass quality estimation
  • Design of rock excavation including shape, geometry, sequencing and location (using imperial and numerical modeling methods both 2D and 3D)
  • Ground instrumentation Design, installation, monitoring and data analysis/interpretation
  • Use of DATAMINE software for borehole logging, litho-modeling and 3D imaging including ground condition and all major geotechnical features.

Completed testing for underground crude oil     storage project for EIL, Paradeep. New
ECl I-Phase testing completed (boreholes     depth up to 700 m.) New


Typically hydraulic fracturing is conducted in vertical boreholes. Therefore a short interval of the borehole is sealed off using a double packer system. Then the sealed off area is pressurized by water injection. The pressure is raised until the rock surrounding the bore hole fails in tension (breakdown pressure). Following breakdown, the injection of water is stopped (shut-in), the pressure within the test section drops until the fracture is closed fast (linear flow) and then slow (radial flow). The shut-in pressure equals the rock stress, at which the hydro fracture closes completely under the action of the stress acting normal to the hydro fracture plane. In a vertical test hole the new induced hydro fracture is expected to be vertical and perpendicular to the minimum horizontal stress. The hydraulic stress tests were conducted in close agreement with the ISRM - standard (Haimson, B.C. and Cornet, F.H., 2003).

The in situ stress field components have been widely recognized as basic parameters in the engineering design of underground constructions. The horizontal in-situ stresses cannot be estimated. The horizontal stresses require to be measured direct in the field. The most common method of measuring in-situ stresses is hydraulic fracturing.


6 deep boreholes to be tested for     Geodata/BRO.
Further drilling has been taken up in upper     Himalaya for Geodata/BRO.
In-situ stress testing comprising Hydro-
    fracture with BHTV Logging
    & Dilatometer testing in different boreholes
    of Tunnel T-74R between Arpinchala
    Station to Banihal Station in Connection
    with Construction of Dharam-Qazigund
    Section of J&K Rail Link Project for
    IRCON International Limited, Banihal J&K.
BHTV (Acoustic logging, Optical     Scanning) & Themal Conductivity for KSK     Subansiri Upper Hydroelectric project in     Daporijo District at Arunachal Predesh.
KSK Hydro Power Project in India and       Nepal.
Australian Highways.
ISPRL Cavern.
ONGC Cavern.
Repeat Order for deep boreholes for     further testing and logging in HZL.
ECL II-Phase further testing to be started     soon.
Further 14 boreholes in tunnel (T3 & T4) to     be tested in IRCON, J & K.
Projects in South America.

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