This short note presents an approach to assess rockfall susceptibility based on terrestrial laser scanner (TLS) point cloud data at the cliff scale. The test area is coastal cliff situated in the southern part of the Campania Region (Centola Municipality, SW Italy), in which a natural arch was formed. Since this coastal area constitutes an important tourist attraction, a large number of people rest on a daily basis beneath the cliffs, increasing considerably the risk associated to rockfalls. The Terrestrial Laser Scanner (TLS) survey of the cliff was realized in June 2015. A structural analysis of the cliff was performed on the point cloud using Coltop 3D software. The different characteristics defining the discontinuity sets were extracted...
This study provides a detailed integrated analysis of the erosional processes affecting the volcanoc...
The town of Campione del Garda (located on the west coast of Lake Garda) and its access road have be...
Stabilization projects of rock masses cannot be performed without a proper geomechanical characteriz...
This short note presents an approach to assess rockfall susceptibility based on terrestrial laser sc...
In this work, we describe a comprehensive approach aimed at assessing the slope stability conditions...
The main aim of this work was to assess rockfall susceptibility along coastal cliffs by testing vari...
In this work, we describe a comprehensive approach aimed at assessing the slope stability conditions...
Abstract from 88th Congress of the Italian Geological Society, 2016-09-07, 2016-09-09, NaplesSlope i...
In this study, an engineering geological analysis for the assessment of the rock failure susceptibil...
This paper aims to present a new predictive method for the assessment of rocky cliff instability sus...
Most of the shoreline of the Campania region, Southern Italy, is characterized by steep and high roc...
In this study, an engineering geological analysis for the assessment of the rock failure susceptibil...
This paper illustrates a new multidirectional method for assessing cliff instability susceptibility ...
A semi-quantitative methodology for rock fall susceptibility assessment is presented. The test area ...
Thanks to modern geotechnologies, recent studies reveal that many urbanized areas are sited by rock ...
This study provides a detailed integrated analysis of the erosional processes affecting the volcanoc...
The town of Campione del Garda (located on the west coast of Lake Garda) and its access road have be...
Stabilization projects of rock masses cannot be performed without a proper geomechanical characteriz...
This short note presents an approach to assess rockfall susceptibility based on terrestrial laser sc...
In this work, we describe a comprehensive approach aimed at assessing the slope stability conditions...
The main aim of this work was to assess rockfall susceptibility along coastal cliffs by testing vari...
In this work, we describe a comprehensive approach aimed at assessing the slope stability conditions...
Abstract from 88th Congress of the Italian Geological Society, 2016-09-07, 2016-09-09, NaplesSlope i...
In this study, an engineering geological analysis for the assessment of the rock failure susceptibil...
This paper aims to present a new predictive method for the assessment of rocky cliff instability sus...
Most of the shoreline of the Campania region, Southern Italy, is characterized by steep and high roc...
In this study, an engineering geological analysis for the assessment of the rock failure susceptibil...
This paper illustrates a new multidirectional method for assessing cliff instability susceptibility ...
A semi-quantitative methodology for rock fall susceptibility assessment is presented. The test area ...
Thanks to modern geotechnologies, recent studies reveal that many urbanized areas are sited by rock ...
This study provides a detailed integrated analysis of the erosional processes affecting the volcanoc...
The town of Campione del Garda (located on the west coast of Lake Garda) and its access road have be...
Stabilization projects of rock masses cannot be performed without a proper geomechanical characteriz...