Hazard and seismic reinforcement analysis for typical large dams following the Wenchuan earthquake
The primary aim of this research is to analyze the hazards and seismic performance of reservoirs and typical large dams based on a field investigation following the Wenchuan 8.0 earthquake. The current seismic performance standards being achieved are discussed and further suggestions are given for s...
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| Published in | Engineering geology Vol. 194; pp. 86 - 97 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
26.08.2015
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| Subjects | |
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| Abstract | The primary aim of this research is to analyze the hazards and seismic performance of reservoirs and typical large dams based on a field investigation following the Wenchuan 8.0 earthquake. The current seismic performance standards being achieved are discussed and further suggestions are given for super high dams. Based on field investigations, statistics are also given on damaged small reservoirs and damage severities, due to the many various types of earthquake threat. It is of interest to note that the major structures of the medium-sized hydropower stations on the Minjiang river did withstand the Wenchuan earthquake, despite earthquake intensity exceeding engineering design expectations. All the dams remained overall stable. The Shapai roller-compacted concrete (RCC) arch dam and the Zipingpu concrete-faced rockfill (CFR) dam suffered damage. The main earthquake-induced hazards to the dam structures and to both abutments are detailed. Case study analyses of the hazards and reinforcement provision revealed that: 1) The Wenchuan earthquake proved very dangerous for small reservoirs, with destroyed reservoirs widely distributed. The risk of failure of small dams can be classified into three levels based on field investigation. 2) The damage to and behavior of the large dams in the area affected by the earthquake prove that the Chinese codes relating to the seismic design of large dams are appropriate. 3) Appropriate reinforcement can increase the overall stiffness of abutments, riverbed foundation and the adjacent slopes, further improving the seismic performance of dams. 4) The design and management of emergency responses, to cope with extreme conditions, should be improved, and a unified response platform, covering all hydropower engineering projects in each valley should be established. The effects to be expected and the seismic design measures to be taken still pose great challenges for engineers in respect of large dams.
•Distribution of damaged reservoirs and damage severities was given.•Stable reasons of typical large dams were analyzed.•Appropriate reinforcement improves high dam overall seismic performance.•Chinese seismic design codes for high dams are appropriate. |
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| AbstractList | The primary aim of this research is to analyze the hazards and seismic performance of reservoirs and typical large dams based on a field investigation following the Wenchuan 8.0 earthquake. The current seismic performance standards being achieved are discussed and further suggestions are given for super high dams. Based on field investigations, statistics are also given on damaged small reservoirs and damage severities, due to the many various types of earthquake threat. It is of interest to note that the major structures of the medium-sized hydropower stations on the Minjiang river did withstand the Wenchuan earthquake, despite earthquake intensity exceeding engineering design expectations. All the dams remained overall stable. The Shapai roller-compacted concrete (RCC) arch dam and the Zipingpu concrete-faced rockfill (CFR) dam suffered damage. The main earthquake-induced hazards to the dam structures and to both abutments are detailed. Case study analyses of the hazards and reinforcement provision revealed that: 1) The Wenchuan earthquake proved very dangerous for small reservoirs, with destroyed reservoirs widely distributed. The risk of failure of small dams can be classified into three levels based on field investigation. 2) The damage to and behavior of the large dams in the area affected by the earthquake prove that the Chinese codes relating to the seismic design of large dams are appropriate. 3) Appropriate reinforcement can increase the overall stiffness of abutments, riverbed foundation and the adjacent slopes, further improving the seismic performance of dams. 4) The design and management of emergency responses, to cope with extreme conditions, should be improved, and a unified response platform, covering all hydropower engineering projects in each valley should be established. The effects to be expected and the seismic design measures to be taken still pose great challenges for engineers in respect of large dams. The primary aim of this research is to analyze the hazards and seismic performance of reservoirs and typical large dams based on a field investigation following the Wenchuan 8.0 earthquake. The current seismic performance standards being achieved are discussed and further suggestions are given for super high dams. Based on field investigations, statistics are also given on damaged small reservoirs and damage severities, due to the many various types of earthquake threat. It is of interest to note that the major structures of the medium-sized hydropower stations on the Minjiang river did withstand the Wenchuan earthquake, despite earthquake intensity exceeding engineering design expectations. All the dams remained overall stable. The Shapai roller-compacted concrete (RCC) arch dam and the Zipingpu concrete-faced rockfill (CFR) dam suffered damage. The main earthquake-induced hazards to the dam structures and to both abutments are detailed. Case study analyses of the hazards and reinforcement provision revealed that: 1) The Wenchuan earthquake proved very dangerous for small reservoirs, with destroyed reservoirs widely distributed. The risk of failure of small dams can be classified into three levels based on field investigation. 2) The damage to and behavior of the large dams in the area affected by the earthquake prove that the Chinese codes relating to the seismic design of large dams are appropriate. 3) Appropriate reinforcement can increase the overall stiffness of abutments, riverbed foundation and the adjacent slopes, further improving the seismic performance of dams. 4) The design and management of emergency responses, to cope with extreme conditions, should be improved, and a unified response platform, covering all hydropower engineering projects in each valley should be established. The effects to be expected and the seismic design measures to be taken still pose great challenges for engineers in respect of large dams. •Distribution of damaged reservoirs and damage severities was given.•Stable reasons of typical large dams were analyzed.•Appropriate reinforcement improves high dam overall seismic performance.•Chinese seismic design codes for high dams are appropriate. |
| Author | Wang, Renkun Lin, Peng Huang, Bo Li, Qingbin |
| Author_xml | – sequence: 1 givenname: Peng orcidid: 0000-0003-1338-2514 surname: Lin fullname: Lin, Peng email: celinpe@tsinghua.edu.cn organization: State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China – sequence: 2 givenname: Bo surname: Huang fullname: Huang, Bo email: huangbo@zju.edu.cn organization: MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China – sequence: 3 givenname: Qingbin surname: Li fullname: Li, Qingbin email: qingbinli@tsinghua.edu.cn organization: State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China – sequence: 4 givenname: Renkun surname: Wang fullname: Wang, Renkun email: wrenkun@chidi.com.cn organization: Chengdu Hydroelectric Investigation and Design Institute, China Hydropower Engineering Consulting Group Co., Chengdu, Sichuan 610072, China |
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| SubjectTerms | case studies concrete Dam engineering Dam hazards Dam seismic reinforcement Damage Dams Earthquake design Earthquake engineering Earthquakes engineering Freshwater geophysics Hazards Reservoir hazards Reservoirs risk rivers Seismic performance stream channels water power Wenchuan 8.0 earthquake |
| Title | Hazard and seismic reinforcement analysis for typical large dams following the Wenchuan earthquake |
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