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Papers by simonetta cola

Research paper thumbnail of Underground warehouses for food storage in the Dolomites (Eastern alps – Italy) and energy efficiency

Tunnelling and Underground Space Technology

Research paper thumbnail of Large displacement numerical study of 3D plate anchors

European Journal of Environmental and Civil Engineering

Research paper thumbnail of Hydraulic conductivity changes in compacted clayey barriers due to temperature variations in landfill top covers

Bulletin of Engineering Geology and the Environment

Research paper thumbnail of Collapse of granular–cohesive soil mixtures on a horizontal plane

Research paper thumbnail of Composite Anchors for Slope Stabilisation: Monitoring of their In-Situ Behaviour with Optical Fibre

Geosciences

Composite anchors are special passive sub-horizontal reinforcements recently developed for remedi... more Composite anchors are special passive sub-horizontal reinforcements recently developed for remediation of unstable slopes. They are composed of a hollow steel bar, installed by a self-drilling technique in the soil, coupled with tendons cemented in the inner hole to increase the global anchor tensile strength. The anchors are primarily intended to stabilise medium to deep landslides, both in soils or weathered rock masses. Among the valuable advantages of composite anchors are their low cost, ease of installation, and flexibility in execution, as testified by a rapid increase in their use in recent years. The bond strength at the soil-anchor interface is the main parameter for both the design of these reinforcements and the evaluation of their long-term effects for landslide stabilisation. After a brief description of the composite anchor technology, this paper presents a novel methodology for monitoring the strain and stress accumulated in the anchors over time when installed in an...

Research paper thumbnail of Distributed optical fibre sensing for early detection of shallow landslides triggering

Scientific reports, Jan 31, 2017

A distributed optical fibre sensing system is used to measure landslide-induced strains on an opt... more A distributed optical fibre sensing system is used to measure landslide-induced strains on an optical fibre buried in a large scale physical model of a slope. The fibre sensing cable is deployed at the predefined failure surface and interrogated by means of optical frequency domain reflectometry. The strain evolution is measured with centimetre spatial resolution until the occurrence of the slope failure. Standard legacy sensors measuring soil moisture and pore water pressure are installed at different depths and positions along the slope for comparison and validation. The evolution of the strain field is related to landslide dynamics with unprecedented resolution and insight. In fact, the results of the experiment clearly identify several phases within the evolution of the landslide and show that optical fibres can detect precursory signs of failure well before the collapse, paving the way for the development of more effective early warning systems.

Research paper thumbnail of Spreading of Kaolin and Sand Mixtures on a Horizontal Plane: Physical Experiments and SPH Numerical Modelling

Research paper thumbnail of Behaviour of micropiles in heterogeneous coarse soils

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2016

Research paper thumbnail of Combined geophysical surveys for the characterization of a reconstructed river embankment

Engineering Geology, 2016

Research paper thumbnail of Calibration of a SPH model for the numerical analysis of mud-flow run-out: the case of the Rotolon torrent in Italy

Egu General Assembly Conference Abstracts, Apr 1, 2013

Research paper thumbnail of Mechanical behavior of silty soils of the Venice lagoon as a function of their grading characteristics

Canadian Geotechnical Journal, 2002

Research paper thumbnail of Coupled thermohydromechanical analysis of Venice lagoon salt marshes

Water Resources Research, 2010

Research paper thumbnail of Modified compressibility of cohesive sediments induced by thermal anomalies due to a borehole heat exchanger

Engineering Geology, 2016

Research paper thumbnail of Induced thermal compaction in cohesive sediments around a borehole heat exchanger: laboratory tests on the effect of pore water salinity

Environmental Earth Sciences, 2016

Research paper thumbnail of Role of the facing on the behaviour of soil-nailed slopes under surcharge loading

Research paper thumbnail of Ancoraggi flottanti per la stabilizzazione di movimenti franosi lenti

Research paper thumbnail of Application of a high resolution Distributed Temperature Sensor in a physical model reproducing subsurface water flow

Research paper thumbnail of Reinforcement works for the slope stabilization: standard and new approaches for the use of micropiles and anchors

Research paper thumbnail of Frana di Brusole' situazione geologica e geotecnica

Research paper thumbnail of Modelling Mortisa large slow-moving landslide (Northern Italy) through geomorphological analysis

Research paper thumbnail of Underground warehouses for food storage in the Dolomites (Eastern alps – Italy) and energy efficiency

Tunnelling and Underground Space Technology

Research paper thumbnail of Large displacement numerical study of 3D plate anchors

European Journal of Environmental and Civil Engineering

Research paper thumbnail of Hydraulic conductivity changes in compacted clayey barriers due to temperature variations in landfill top covers

Bulletin of Engineering Geology and the Environment

Research paper thumbnail of Collapse of granular–cohesive soil mixtures on a horizontal plane

Research paper thumbnail of Composite Anchors for Slope Stabilisation: Monitoring of their In-Situ Behaviour with Optical Fibre

Geosciences

Composite anchors are special passive sub-horizontal reinforcements recently developed for remedi... more Composite anchors are special passive sub-horizontal reinforcements recently developed for remediation of unstable slopes. They are composed of a hollow steel bar, installed by a self-drilling technique in the soil, coupled with tendons cemented in the inner hole to increase the global anchor tensile strength. The anchors are primarily intended to stabilise medium to deep landslides, both in soils or weathered rock masses. Among the valuable advantages of composite anchors are their low cost, ease of installation, and flexibility in execution, as testified by a rapid increase in their use in recent years. The bond strength at the soil-anchor interface is the main parameter for both the design of these reinforcements and the evaluation of their long-term effects for landslide stabilisation. After a brief description of the composite anchor technology, this paper presents a novel methodology for monitoring the strain and stress accumulated in the anchors over time when installed in an...

Research paper thumbnail of Distributed optical fibre sensing for early detection of shallow landslides triggering

Scientific reports, Jan 31, 2017

A distributed optical fibre sensing system is used to measure landslide-induced strains on an opt... more A distributed optical fibre sensing system is used to measure landslide-induced strains on an optical fibre buried in a large scale physical model of a slope. The fibre sensing cable is deployed at the predefined failure surface and interrogated by means of optical frequency domain reflectometry. The strain evolution is measured with centimetre spatial resolution until the occurrence of the slope failure. Standard legacy sensors measuring soil moisture and pore water pressure are installed at different depths and positions along the slope for comparison and validation. The evolution of the strain field is related to landslide dynamics with unprecedented resolution and insight. In fact, the results of the experiment clearly identify several phases within the evolution of the landslide and show that optical fibres can detect precursory signs of failure well before the collapse, paving the way for the development of more effective early warning systems.

Research paper thumbnail of Spreading of Kaolin and Sand Mixtures on a Horizontal Plane: Physical Experiments and SPH Numerical Modelling

Research paper thumbnail of Behaviour of micropiles in heterogeneous coarse soils

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2016

Research paper thumbnail of Combined geophysical surveys for the characterization of a reconstructed river embankment

Engineering Geology, 2016

Research paper thumbnail of Calibration of a SPH model for the numerical analysis of mud-flow run-out: the case of the Rotolon torrent in Italy

Egu General Assembly Conference Abstracts, Apr 1, 2013

Research paper thumbnail of Mechanical behavior of silty soils of the Venice lagoon as a function of their grading characteristics

Canadian Geotechnical Journal, 2002

Research paper thumbnail of Coupled thermohydromechanical analysis of Venice lagoon salt marshes

Water Resources Research, 2010

Research paper thumbnail of Modified compressibility of cohesive sediments induced by thermal anomalies due to a borehole heat exchanger

Engineering Geology, 2016

Research paper thumbnail of Induced thermal compaction in cohesive sediments around a borehole heat exchanger: laboratory tests on the effect of pore water salinity

Environmental Earth Sciences, 2016

Research paper thumbnail of Role of the facing on the behaviour of soil-nailed slopes under surcharge loading

Research paper thumbnail of Ancoraggi flottanti per la stabilizzazione di movimenti franosi lenti

Research paper thumbnail of Application of a high resolution Distributed Temperature Sensor in a physical model reproducing subsurface water flow

Research paper thumbnail of Reinforcement works for the slope stabilization: standard and new approaches for the use of micropiles and anchors

Research paper thumbnail of Frana di Brusole' situazione geologica e geotecnica

Research paper thumbnail of Modelling Mortisa large slow-moving landslide (Northern Italy) through geomorphological analysis

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