Rock mass utilization for the foundation surfaces of high arch dams in medium or high geo-stress regions: a review-Reference-Cited by-同舟云学术

Rock mass utilization for the foundation surfaces of high arch dams in medium or high geo-stress regions: a review

Published:2016-05-04 Issue:2 Volume:76 Page:795-813
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Shen Xiaoming,Niu Xinqiang,Lu Wenbo,Chen Ming,Yan Peng,Wang Gaohui,Leng Zhendong

Funder

National Key Basic Research Program (973 Program) of China

National Natural Science Foundation of China

Science and Technology Promotion Project of MWR (Ministry of Water Resources) of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-016-0892-4.pdf

Reference50 articles.

1. Bai JG (2008) Study on excavation disturbed zone and ogee excavation scheme of high-stress dam foundation at deep valley. Dissertation, Tianjing University (in Chinese)

2. Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6(4):189–236. doi: 10.1007/BF01239496

3. Bureau Of Reclamation (1977) Design criteria for concrete arch and gravity dams. A Water Resource Technical Publication

4. Chen S (2015) Chapter 8 Arch Dams Hydraulic Structures, Springer, pp397–496

5. Chen Y, Zhang L, Yang B, Dong J, Chen J (2015) Geomechanical model test on dam stability and application to Jinping High arch dam. Int J Rock Mech Min 76:1–9. doi: 10.1016/j.ijrmms.2015.01.001

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