Condicions d'accésAccés restringit per política de l'editorial
Evaluating landslide risk and its consequences is hardly achieved by “safety factor” concepts, which essentially rely on static equilibrium concepts and forces. Rather, expected displacements, velocities and accelerations are key magnitudes which help to establish the risk of failure and assist in the management of its consequences. The paper focuses on three key aspects for landslide initiation and evolution which are difficult to quantify in practice and are also difficult to analyze by current models: the mechanisms of progressive failure in brittle materials, the thermo-mechanical interactions and the
creep deformations. Landslides covered in the Lecture are described by kinematically acceptable mechanisms which are eventually explained by the development of shearing bands or sliding surfaces in clays or claystone materials. Progressive failure will be reviewed and particular attention will be given to a well documented case record (the failure of Aznalcóllar dam) which has received a sustained research effort to explain field behaviour. Thermo-mechanical interactions have been invoked as a plausible mechanism to explain the sudden acceleration of an otherwise “stable” slope if examined from the perspective of conventional static stability conditions. Vajont landslide is examined as an example of the analysis performed. Creep deformations are approached from the concept of rate dependence of shear strength available on shearing bands or discontinuities. Rate effects and thermo-mechanical interactions have been included in a calculation framework which is used to estimate the coupling between slow and fast motions. Attention will also be paid to the search for simple criteria which could be used in practice to estimate landslide risk.
In addition to the awards, the conference also hosted the First Heim Lecture, delivered by Prof. E. Alonso
CitacióAlonso, E. E. Deformation analysis of landslides: progressive failure, rate effects and thermal interactions. A: International Symposium on Landslides. "Landslides and Engineered Slopes: Protecting Society through Improved Understanding". Banff: CRC Press, 2012, p. 175-214.
Tots els drets reservats. Aquesta obra està protegida pels drets de propietat intel·lectual i industrial corresponents. Sense perjudici de les exempcions legals existents, queda prohibida la seva reproducció, distribució, comunicació pública o transformació sense l'autorització del titular dels drets.
Per a qualsevol ús que se'n vulgui fer no previst a la llei, dirigiu-vos a: firstname.lastname@example.org