Integrated landslide monitoring: rainfalls, pore water pressure and surface movements

Rainfall-induced landslides involving clay-rich soils are widely represented in the Apennines. They cover up to 30% of the slopes forming the relief constituted by chaotic clayey units and are typically subject to repeated reactivations of the movement which are often triggered by a series of discrete failures located in the upper part (headscarp). Failures and movement can then propagate downslope and reactivate the whole landslide deposit which displays a typical elongated body, limited depth and a fan-shaped toe as a result of successive slow earth-flow like movements. An experimental monitoring programme was designed and is currently operating on the Rocca Pitigliana landslide whose characteristics well represent the above described type of movements. Its last parossistic movement date back to 1999 and, since then, remedial works were realized on behalf of local authorities. They basically consist of surficial and deep drainage works located on the landslide body. Experimental activities focus on the main headscarp whose morphology and sub-surface water circulation scheme were unaffected by the interventions. The monitoring approach includes measuring rainfalls and pore-pressure responses in both saturated and unsaturated soils. Surficial movements are continuously measured by means of GPS permanent stations and by wire extensometers which allow real time control of headscarp activity. Main aim of the monitoring activities is to provide experimental data, which can be used to test various existing hydrologic models and to identify triggering conditions. Since the \ub4 S70s, many hydrologic models have been proposed to describe the pore water pressure distribution within the soil and its response to precipitation. The topic has recently drawn growing attention because of the recognized importance in landslide triggering but still experimental data are very much needed in order to obtain and validate capable predicting tools. This is mostly due to the multiple and complex factors involved in the problem: stratigraphy, soil properties and presence of heterogeneities are among the most important. All of them are difficult or impossible to determine at slope scale on a deterministic basis. The herein presented monitoring system addresses the problem by means of a measuring array of pore pressure sensors located at various depth (0.3 to 10 m) along a section of the main landslide headscarp. Negative pore pressures are also measured though, at this stage, much attention is still focused on the choice of sensors which better suit the specific case. At the moment of writing we are using traditional tensiometers and indirect soil moisture sensors and comparing the results. All sensors are directly buried into the ground in order to get fast and reliable responses. In addition to continuous measurements, GPS, digital photogrammetry and terrestrial laser scanning are applied leading to an integrated system for DEMs production. GPS (so-called kinematic mode) gives the possibility of determining the relative position of points at centimetric and/or millimetric accuracy. The terrain surface is described by means of points distributed on a high density irregular grid. Moreover static and fast static GPS modes allow to determine the position of distributed marker points (millimetric precision). Digital photogrammetry can also be combined with the surveying of control points to generate DEMs. In this case, aerial and terrestrial stereo images are automatically processed by means of correlation algorithms that work at sub-pixel level. Last but not least, the Laser Scanning technique has been used to generate successive terrain models, which can be differenced to determine displacements in active parts of the landslid