Case Study on the Method of Rock Mass Overburden Consolidation Grouting for Dam Foundation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0540-z.pdf
Reference25 articles.
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2. Cui Z, Sheng Q, Leng X (2016) Control effect of a large geological discontinuity on the seismic response and stability of underground rock caverns: A case study of the baihetan #1 surge chamber. Rock Mechanics and Rock Engineering 49(6):2099–2114, DOI: https://doi.org/10.1007/s00603-015-0908-6
3. Dai F, Li B, Xu N, Meng G, Wu J, Fan Y (2017) Microseismic monitoring of the left bank slope at the baihetan hydropower station, China. Rock Mechanics and Rock Engineering 50(1):225–232, DOI: https://doi.org/10.1007/s00603-016-1050-9
4. Dou J, Zhang G, Zhou M, Wang Z, Gyatso N, Jiang MQ, Liu JQ (2020) Curtain grouting experiment in a dam foundation: Case study with the main focus on the Lugeon and grout take tests. Bulletin of Engineering Geology and the Environment, DOI: https://doi.org/10.1007/s10064-020-01865-0
5. Dou J, Zhou M, Wang Z, Wang K, Yuan S, Jiang M, Zhang G (2020) Case study: In situ experimental investigation on overburden consolidation grouting for columnar jointed basalt dam foundation. Geofluids 1–18, DOI: https://doi.org/10.1155/2020/1865326
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