Geologic Investigation, Prediction And Construction Evaluation For The Cooling Water Tunnels - Seabrook, N.H., Nuclear Power Station

Society for Mining, Metallurgy & Exploration
A. J. Desai M. Saidman R. Hirschfeld J. Rand R. Pizzuti
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
25
File Size:
1303 KB
Publication Date:
Jan 1, 1976

Abstract

Two bedrock tunnels, 170 to 250 feet deep and with a length of about 17,000 feet each, will be used to convey cooling water from the Atlantic Ocean to the Seabrook, N.H., Nuclear Power Plant. Seismic reflection and refraction surveys were used to obtain preliminary information about overburden and bedrock conditions. A major boring program, including core orientation and water-pressure testing, was undertaken to provide detailed geologic data. The results of the geotechnical investigation were summarized in terms of rock type, frequency and character of joints, degree of weathering, modified core recovery (RQD), pressure-test results and strength and hardness. These parameters were used as a basis for evaluating the feasibility of using a tunnel-boring machine, for designing and estimating the initial support systems, and for evaluating the grouting and tunnel lining requirements.
Citation

APA: A. J. Desai M. Saidman R. Hirschfeld J. Rand R. Pizzuti  (1976)  Geologic Investigation, Prediction And Construction Evaluation For The Cooling Water Tunnels - Seabrook, N.H., Nuclear Power Station

MLA: A. J. Desai M. Saidman R. Hirschfeld J. Rand R. Pizzuti Geologic Investigation, Prediction And Construction Evaluation For The Cooling Water Tunnels - Seabrook, N.H., Nuclear Power Station. Society for Mining, Metallurgy & Exploration, 1976.

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