Interesting seismology(4):The first cautionary disaster caused by artificial failure
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图 4 瓦依昂高坝的平面设计图[3]（http://highestbridges.com/wiki/index.php%3Ftitle%3DVajont_Dam_Footbridge）
图 6 1959年大坝施工过程中遇到托克山的坍塌滑落（http://highestbridges.com/wiki/index.php%3Ftitle%3DVajont_Dam_Footbridge）
图 8 瓦依昂水库滑坡和1960年发现的地表张性裂缝分布（http://highestbridges.com/wiki/index.php%3Ftitle%3DVajont_Dam_Footbridge）
图 10 山坡测井的水压变化与库水位对比（http://highestbridges.com/wiki/index.php%3Ftitle%3DVajont_Dam_Footbridge）
图 12 瓦依昂特大型滑坡和溢库过程示意图（http://highestbridges.com/wiki/index.php%3Ftitle%3DVajont_Dam_Footbridge）
图 15 Piave河谷的龙加罗镇在灾害前（左）和灾后（右）对比 （https://www.stuff.co.nz/travel/destinations/europe/italy/106950521/longarone-italy-the-town-wiped-out-by-an-inland-tsunami）
图 16 洪水顷刻间把美丽家园变成满目疮痍（https://www.gettyimages.ie/detail/news-photo/an-elderly-woman-stands-by-as-another-woman-collapses-in-news-photo）
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[1] 联合国教科文组织. http://en.lswn.it/press-releases/international-year-of-planet-earth-global-launch-event-12-13-february-2008/ [2] Muller L. The rock slide in the Vaiont valley[J]. Rock Mech. Eng. Geol.,1964,2(2/3):148-212 [3] Semenza E, Ghirotti N. History of the 1963 Vaiont slide:the importance of geological factors[J]. Bull. Eng. Geol. Env.,2000:87-97 [4] Alonso E E, Pinyol N M, Puzrin A M. Geomechanics of Failures, Advanced Topca[M]. Springer, 2010: 277 [5] Ward S N, Day S. The 1963 Landslide and Flood at Vajont Reservior Idaly,A tsunami ball simulation[J]. Ital. J. Geosci.,2011,130(1):16-26 [6] Rose M D. Some insights about the relation among seismic activity, tectonic structures and rockslide Kinematics at the Vajont Dam site[DB/OL], 2012. https://www.researchgate.net/publication/233811529 [7] Paronuzzi P,Bolla A,Rigo E. Brittle and Ductile Behavior in Deep-Seated Landslides:Learning from the Vajont Experience[J]. Rock Mech. Rock Eng.,2016(49):2389-2411 -
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