Impact of Grouting Quality and Sequence of Inter-Columnar Joint on Stress-Strain State and Stability of Bureya Concrete Dam

Author:

Tolstikov V. V.,Youssef Ya.

Publisher

Springer Science and Business Media LLC

Subject

Energy Engineering and Power Technology

Reference17 articles.

1. E. S. Argal, Sealing Concrete Dams by Grouting Construction Joints, Library of Hydrotechnics and Hydropower Engineering [in Russian], Moscow, Énergoatomizdat, 88 (1987).

2. L. N. Ryzhankova, Justification of Technology and Development of Tools for Grouting Construction Joints of High-Pressure Concrete Dams. Candidate’s Thesis [in Russian], RUDN University, (2005).

3. E. S. Argal, Development of Science-Based Methods of Concrete Dam Reinforcement by Grouting of Temperature-Shrinkage Joints. Doctoral Thesis [in Russian], Moscow State University of Environmental Engineering, (2007).

4. E. S. Argal, Improvement of the Cementing Technology for Temperature-Shrinkage Joints During Grouting. Candidate’s Thesis [in Russian], Moscow, (1979).

5. B. B. Ibrahim, Impact of Columnar Cutting on the Static Work of Concrete Gravity Dams. Candidate’s Thesis [in Russian], Moscow State University of Civil Engineering, (1991).

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