This editorial is intended to bring to our minds the 50th
8 Anniversary of the Vajont Landslide occurred on 9 October
9 1963 at 10.39 pm in Italy, in the Dolomites of Friuli, on the
10 borders of the Veneto Region and about 100 km north of
11 Venice. A mass of approximately 270–300 million m3 of
12 rock and debris collapsed into the reservoir generating a
13 wave that over-topped the 261.6 m high double curved
14 arch dam built across a V-shaped gorge (Fig. 1). The flood
15 wave dropped into the Piave Valley destroying the town of
16 Longarone and other villages nearby. More than 2,000
17 people (the real number is not known) were killed.
18 The Vajont landslide is considered to be one of the most
19 catastrophic slope failures and is an outstanding and
20 valuable reference case history for the study and back
21 analysis of the complex instability mechanisms which
22 generally characterize deep-seated landslides and rock
23 slopes. This dramatic event is also of particular importance
24 for the understanding of the influence of mountainside
25 reservoirs on the stability of the adjacent slopes, when
26 deep-seated landslides are present which were not dis-
27 closed or fully investigated at the design stage.
28 At the same time, interest stems from the need to find
29 the most appropriate investigation techniques to be adopted
30 at the design stage, including suitable numerical modelling
31 methods to be used for the analysis of instability modes and
32 simulation of the interaction between the rock mass and the
new infrastructures to be built. Also the re-analysis of the 33
available database on the triggering and subsequent prop- 34
agation of the landslide may shed light on monitoring 35
methods—with conventional and advanced technologies— 36
used as key components of hazard assessment. This is of 37
particular relevance for those countries where the need for 38
energy and development leads to the construction of new 39
infrastructures, including dams, of unprecedented sizes. 40
It is noted that this editorial is only intended to remind 41
us what is considered to be the starting point for the 42
development of modern Rock Mechanics and Rock Engi- 43
neering, when in rock as well as in soil, according to 44
Terzaghi ‘we were over-stepping the limits of our ability to 45
predict the consequences of our actions’ (Hoek 2007). 46
With the intent to account for the most recent and updated 47
studies on the Vajont landslide, the Editor has asked the 48
help of Professor Paolo Paronuzzi from the University of 49
Udine who, together with his research group, has been and 50
is carrying out a comprehensive research project on dif- 51
ferent aspects and debated questions still posed on the 52
Vajont catastrophic landslide
