The tunnels work will provide over 28 kilometers in length and provide separate tunnels for high-speed and freight rail services – making the movement of people and goods faster, safer and easier.Responsibility Planning for Pre_Post And Contact Grouting works. Making all record during grouting Injection. Preparation of MS & TSMS for all related Grouting works. Water loss test before pregrouting work. Arrangement of all Material regarding Grouting Injection.Drilling & grouting (Curtain & Consolidation grouting ) to improve the rock mass strength with 50 bar pressure , Drilling & installation of ground anchors of 1325 nos up to 35 m length with stressing , Determination of Lugeon test, observation of drilling parameters before grouting commencement for Curtain & consolidation grouting and ground anchors. Making Lugeon test &technical parameters like grout Hole depth, stop start information, Cement water ratio, grouting data’s Monitoring the hydraulic Parameters (like Pumping pressure, Stop criteria and properties of Bingham Materials. I e., yield stress &Viscosity. Improvisation of method statement as per site condition, if required & Inventory control, Modification of packer pressure with respect to grout parameters. The grouting procedures and WPT operates in real time to eliminate operation error and create actual data for future planning and billing purposes & Online monitoring of Pressure Vs Flow graph in real time during grouting operations, Determination of grouting parameters based on flushing and geological parameters provided. Observation of grout intake respective to grout parameters, changing the grout mix accorting site , Monitoring of grout subsidence and re-grout, if required & Installation of cable anchors and grouting.Monitoring of self-life of drilling tools, grout packers on day to day basis. Recovery of drilling tools inside boreholes when stuck during drilling.

Project Synopsis- Rishikesh Karanpryag BG Rail Project Uttrakhand PKG-09. Getting Experience in Excavation technology(NATM) to Escape Tunnel 6m die and Tripple Track 21m Width/ 11M height. Responsibility-Geotechnical Engineering Study and Documents preparation. Here learning iSURE sandvik Software to Make Tunnel line, Drilling Blasting Pattern and Rock Bolt Plan for Advancing the tunnels face.

Key Person in Geology for T1 to T5 at Barkhera to Budni BG Rail Project Raisen , Madhya Pradesh

Working as a Geologist and carried out the tunnelling work at Railway Tunnel No. T-2 under KRCL in Reasi(Jammu and Kashmir). The tunnel work is under the Northern Railway and was looked after by KRCL. We are in the process of Tunnel work construction and having two Tunnel. The height of the tunnel was 08mtr and dia. was 8mtr and Escape Tunnel 5M die both Tunnel Length 5.1KMResponsibility• Geological mapping of the tunnel and classification of Rock mass class.• Recommending effective support for tunnel.• Rock mass classification according to NATM,RMR GSI and Q-Value.• Overbreak claims, Geological and Geomechanical documentation Preparation.

Worked as a Sr. Geologist CUM Underground Manager and carried out the tunnelling work at UKHEP 38.46 MW, Bajhang, Nepal. We are in the process of Tunnel work construction and having one Tunnel. The height of the tunnel was 03mtr and dia. was 03mtr.Responsibility• Geological mapping of the tunnel and classification of Rock mass class.• Recommending effective support for tunnel.• Rock mass classification according to Q-Value.• Overbreak claims, Geological and Geomechanical documentation.

All Geological Study to Develop Tunnel and Slope Protection for Open Excavation, Slope Protection and Rock Support by NATM.

Project – Construction of TRT, HRT, DC-1,2,3, INTAKE-1,2,3, GOC, POWER HOUSE, TH, MAT, Open Excavation and Divergent Tunnel, etc in Package for Pipalkoti - Vishnugad Hydro Electric Power Project (4X110 MW) on the River Alaknanda in Chamoli District of Uttrakhand, India. Tunnel (6.0X6.0), (7.0 X 7.0) or (10.0X10.0) D and Hoarse shape - type tunnel and Horse shape excavated by drill & blast method. Optimize Controlled Blast Design or Pattern Making and Ground Vibration (Peak Particle Velocity) monitoring through seismograph and preparation of monthly report. I worked for Rock matrix description, rock discontinuity description, and permanent support (a combination of rock bolts and fibercrete) recommendations based on rock mass classification system (Barton et al.) Q-system and (Bieniawski’s) RMR system and estimation of rock supports (rock bolts: type, length and spacing, shotcrete/ fibercrete: thickness and steel ribs) and recommendation (rock bolts only/ combination of rock bolts, shotcrete and wire mesh/ combination of rock bolts and fibercrete, fore polling, grouting, drainage holes steel ribs advance probe drilling to ascertain the geological condition in tunnel face geological mapping, and 3-dimensional underground excavation mapping, Barrage foundation and side flared out walls geological mapping, Desalting chambers Slope geological mapping, and evaluation of geological over-breaks, pull-out test of rock bolts, preparing geo-technical reports longitudinal sections of the targeted areas.

MY ROLE AS SENIOR GEOTECHNICAL ENGINEER SPECIALLY FOR SOIL TESTING and Reports preparation FOR THE FOUNDATION OF BUILDINGS. and Project manager for Architect Deigned at United Spirits Limited.

Hydro Geologist at Ground Water Recharge Raipur, for Groundwater exploration through Vertical Electrical Resistivity Method for 2 years and all shorts of Reports, Documents Preparation, Work in a team as team member and team Leader with profession. I have completed 470 positive Bore Well reports and data out of 500.Another Role here ...Rain water Harvesting Structure installment at Chhattisgarh Housing Board, and give some presentation on Save Rain Water from adopting Rain Water Harvesting and Save every Drop of water for next Generation in collages and govt. seminars.