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A deep-seated slow movement controlled by structural setting in marly formations of Central Italy

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Abstract

The site investigation of low-gradient slopes composed by marly rocks usually focuses on shallow slides in weathered mantling material as it is assumed that the underlying bedrock has higher strength, but deeper investigations may reveal larger, active, deep-seated movements. A typical example of this is found in Montemartano (Perugia, Central Italy). Here aerial photo interpretation and field observations indicate that active movements involve the shallower portion of the slope, formed by a very old and large landslide body extending over an area of about 0.5 km2. Borehole core logging and probe inclinometer monitoring reveal that the area corresponding to the deep-seated landslide is moving at a maximum rate of 70 mm/year down to a maximum depth of 40 m. A comparison of inclinometer and piezometer data indicates that the movement seasonally reactivates even when rainfall and piezometer levels are below average values and suggests that structural setting of the whole slope influences both groundwater flow and movement kinematics. This hypothesis is reinforced by seepage analyses and stability analyses yielding a mobilized shear strength close to residual strength of the clayey interbeds of the marly limestone formations. This implies that instability occurs along bedding over a large part of the slide. The importance of these phenomena in land management policy is discussed and the critical aspects of their investigation and monitoring are addressed. The reconstruction of landslide geometry/stratigraphy and geotechnical characterization of the materials is closely considered, particularly as these are complicated by the limited representativeness of field and laboratory investigations in this type of material.

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Acknowledgments

The research was conducted thanks to a sponsored contract from Alta Scuola (Master School and Institute for Studies on Maintenance and Conservation of Historical Centres in Unstable Territories). Studies and investigations were implemented and coordinated by Spoleto Municipality, with special mention of the Technical Office, run by Massimo Coccetta. The authors wish to thank Beniamino D’Elia (formerly professor of Geotechnical Engineering, Dept. of Structural and Geotechnical Engineering, Sapienza University), head of the contract, whose comments, suggestions and continuous discussion on data interpretation and analysis of instability mechanisms greatly improved the original manuscript. The authors acknowledge the assistance of Claudio Soccodato (Alta Scuola) in solving logistical problems throughout the study and of Riccardo Cardinali (Spoleto Municipality) in overcoming the countless difficulties in planning and running investigations. Special thanks to Maurizio Sciotti (formerly professor of Engineering Geology, Dept. of Civil and Environmental Engineering, Sapienza University) for the reappraisal of core logging, interpretation of aerial photographs and the many fruitful discussions on the slope evolution. Valle Umbria Servizi (V.U.S.), Spoleto, provided data on flow rates at the Montemartano spring.

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Correspondence to Paolo Tommasi.

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Grana, V., Tommasi, P. A deep-seated slow movement controlled by structural setting in marly formations of Central Italy. Landslides 11, 195–212 (2014). https://doi.org/10.1007/s10346-013-0384-6

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