An engineering geological appraisal of the Lakhwar Dam, Garhwal Himalaya, India

A 204 m high solid concrete gravity dam is proposed across the River Yamuna in Garhwal Himalaya, India. It will be located on dolerite rocks which hav e been intruded into the slates of Chandpur Formation. The present study in cludes the evaluation of the dam foundation by means of drifts, drill holes , water pressure tests and abutment slope stability studies. The water pres sure test indicate the necessity of providing a grout curtain below the dam foundation. The analysis of the dam abutments for stability using the Limi t equilibrium method indicates that the right abutment slope is kinematical ly unstable for plane failure mode. The plane failure analysis of the right abutment slope was carried out by modifying the Hoek and Bray (1981, Rock Slope Engineering, 3rd ed., Institute of Mining and Metallurgy, London) tec hnique of plane failure analysis. The analysis reveals that right abutment slope may become unstable during the stripping operation. Based upon the an alysis a safe cut slope design for the abutments have been suggested. Subsu rface exploration by means of cross drift and drill holes has indicated a s heared contact of slate and dolerite in the foundation area. To avoid the s ettlement of the dam along this shear zone precautionary measures are sugge sted. (C) 1999 Elsevier Science B.V. All rights reserved.