{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,24]],"date-time":"2026-01-24T14:08:38Z","timestamp":1769263718599,"version":"3.49.0"},"reference-count":18,"publisher":"Geological Society of London","issue":"4","license":[{"start":{"date-parts":[[2016,11,1]],"date-time":"2016-11-01T00:00:00Z","timestamp":1477958400000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-002"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["QJEGH"],"published-print":{"date-parts":[[2016,11]]},"abstract":"<jats:p>\n            On 12 May 2008, an earthquake of magnitude 8.0 on the Richter scale occurred at Wenchuan in China. Zipingpu dam also experienced the earthquake. The maximum ground acceleration near the top of the 156\u2005m high rockfill dam exceeded 2\u2005\n            <jats:bold>g<\/jats:bold>\n            . The right dam abutment slope, which accommodates all the discharge facilities, remained intact after this severe earthquake. However, the natural slopes on the opposite side of the reservoir were severely damaged. It has been found that the reinforcement provided by more than 1000 prestressed cables in the right abutment slope helped to stabilize it. Measurements from multipoint extensometers and load cells installed in the slope showed that there were sudden changes in displacement and stress during the earthquake. This is clear evidence that reinforcement with anchored cables can be successfully used to stabilize a slope.\n          <\/jats:p>","DOI":"10.1144\/qjegh2015-033","type":"journal-article","created":{"date-parts":[[2016,11,18]],"date-time":"2016-11-18T02:50:50Z","timestamp":1479437450000},"page":"298-307","source":"Crossref","is-referenced-by-count":16,"title":["Performance of the reinforced right abutment slope of Zipingpu Dam during magnitude 8.0 earthquake, Wenchuan, China"],"prefix":"10.1144","volume":"49","author":[{"given":"Aiwu","family":"Ren","sequence":"first","affiliation":[{"name":"State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China"},{"name":"Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China"},{"name":"China Renewable Energy Engineering Institute, Beijing 100120, China"},{"name":"Department of Reservoir Immigration, China Renewable Energy Engineering Institute, Beijing 100120, China"}]},{"given":"Yujie","family":"Wang","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China"},{"name":"Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China"}]},{"given":"Zuyu","family":"Chen","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China"},{"name":"Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China"}]},{"given":"Yangang","family":"Song","sequence":"additional","affiliation":[{"name":"Sichuan Province Zipingpu Development Co., Chengdu 610091, China"}]},{"given":"Ping","family":"Sun","sequence":"additional","affiliation":[{"name":"State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China"},{"name":"Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China"}]}],"member":"1881","published-online":{"date-parts":[[2016,11,17]]},"reference":[{"key":"e_1_3_2_2_1","unstructured":"AASHTO 1995. Standard specification for steel strand uncoated seven-wire for concrete reinforcement nineteenth edition ASTM A416-90a. American Association of State Highway and Transportation Officials Washington DC."},{"key":"e_1_3_2_3_1","volume-title":"Engineering Rock Mass Classification","author":"Bieniawski Z.T.","year":"1989","unstructured":"Bieniawski, Z.T. 1989. Engineering Rock Mass Classification. Wiley, New York."},{"key":"e_1_3_2_4_1","first-page":"1158","article-title":"Wenchuan Earthquake and seismic safety of large dams","volume":"39","author":"Chen H.","year":"2008","unstructured":"Chen, H., Xu, Z. & Lee, M. 2008. Wenchuan Earthquake and seismic safety of large dams. Journal of Hydraulic Engineering, 39, 1158\u20131167.","journal-title":"Journal of Hydraulic Engineering"},{"key":"e_1_3_2_6_1","first-page":"695","volume-title":"Large Dams in China","author":"Chen Z.Y.","year":"2000","unstructured":"Chen, Z.Y. & Wang, X.G. 2000. Rock slope engineering. In: Pan, J.Z., He, J. et al. 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General Two-dimensional Slope Stability Analysis\u2014Analytical and Computational Methods in Engineering Rock Mechanics. Allen & Unwin, London, 95\u201396."},{"key":"e_1_3_2_11_1","volume-title":"Rock Slope Engineering","author":"Hoek E.","year":"1977","unstructured":"Hoek, E. & Bray, J. 1977. Rock Slope Engineering. Institution of Mining and Metallurgy, London."},{"key":"e_1_3_2_12_1","doi-asserted-by":"publisher","DOI":"10.1016\/S1365-1609(97)80069-X"},{"key":"e_1_3_2_13_1","first-page":"1","article-title":"Stability analysis of the entrance slope of the flood discharge tunnel in Zipingpu Dam","volume":"47","author":"Li Q.","year":"2011","unstructured":"Li, Q., Wang, J. & Ma, Y. 2011. Stability analysis of the entrance slope of the flood discharge tunnel in Zipingpu Dam. Gansu Water Conservancy and Hydropower Technology, 47, 1\u20134 [in Chinese].","journal-title":"Gansu Water Conservancy and Hydropower Technology"},{"key":"e_1_3_2_14_1","first-page":"46","article-title":"Post-earthquake security monitoring of the entrance slope of the diversion-tunnel in Zipingpu Dam","volume":"22","author":"Ma Y.","year":"2011","unstructured":"Ma, Y., Wang, J. & Xu, X. 2011. Post-earthquake security monitoring of the entrance slope of the diversion-tunnel in Zipingpu Dam. Journal of Geological Hazards and Environment Preservation, 22, 46\u201350 [in Chinese].","journal-title":"Journal of Geological Hazards and Environment Preservation"},{"key":"e_1_3_2_15_1","volume-title":"Standard for engineering classification of rock masses, GB 50218-94","author":"Ministry of Water Resources (MWR)","year":"1995","unstructured":"Ministry of Water Resources (MWR) 1995. Standard for engineering classification of rock masses, GB 50218-94. China Planning Press, Beijing."},{"key":"e_1_3_2_16_1","volume-title":"Code for water resources and hydropower engineering geological investigation, GB 50287-99","author":"Ministry of Water Resources (MWR)","year":"1999","unstructured":"Ministry of Water Resources (MWR) 1999. Code for water resources and hydropower engineering geological investigation, GB 50287-99. China Water Resources Press, Beijing."},{"key":"e_1_3_2_17_1","volume-title":"Design code for engineered slopes in water resources and hydropower projects. SL 386-2007","author":"Ministry of Water Resources (MWR)","year":"2007","unstructured":"Ministry of Water Resources (MWR) 2007. Design code for engineered slopes in water resources and hydropower projects. SL 386-2007. China Water Resources Press, Beijing."},{"key":"e_1_3_2_18_1","doi-asserted-by":"publisher","DOI":"10.1061\/AJGEB6.0000903"},{"key":"e_1_3_2_19_1","unstructured":"Zhao J. Wen Y. & Liu X. 2011. Revelation from \u20185.12\u2019 seismic damage of Zipingpu Dam for a seismic measures of concrete faced rock fill dam (CFRD). In : Eleventh Conference on Soil Mechanics and Geotechnical Engineering August 18\u201319 2011 Lanzhou Gansu 8 1\u20135."},{"key":"e_1_3_2_20_1","first-page":"5","article-title":"Influence analysis of Wenchuan Earthquake on the hydropower projects in the upstream of the Minjiang River","volume":"34","author":"Zheng S.","year":"2008","unstructured":"Zheng, S., Wang, R., et al. 2008. Influence analysis of Wenchuan Earthquake on the hydropower projects in the upstream of the Minjiang River. 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