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Bollettino Della Societa Geologica Italiana | 2012

Integrated geological-architectural pilot study of the Biet Gabriel-Rufael rock hewn church in Lalibela, northern Ethiopia

Federico Sani; Giovanna Moratti; M. Coli; Pietro Laureano; Luisa Rovero; Ugo Tonietti; N. Coli

We present a geological and architectural integrated pilot study, aiming at the preservation of the Biet Gabriel-Rufael church, located in Lalibela, the worldwide known Ethiopian rock hewn monumental site protected by UNESCO since 1978. The town developed since the Neolithic up to the medieval age, as inferred from the traces of three distinct architectural phases. Lalibela was built on a geological substratum made of rocks belonging to the Ethiopian Plateau suite, which is mainly composed of basalts of fissural origin or derived from shield volcanoes. The geological units are composed of alternating massive and scoriaceous basalts. The main scoriaceous basalt level, embedded within the massive basalts, is 30–40 m thick and corresponds to the horizon within which the Biet Gabriel-Rufael church all the other monuments of Lalibela have been carved. Therefore, the evolution of the town was strongly conditioned by the occurrence and extent of the softer scoriaceous basalt level. Many fracture systems of both natural (i.e. geological) and anthropic origin (these latter connected to the carving of the church), were recognized. The fracture pattern determined the subdivision of the church into different blocks that can behave independently, thus compromising the stability of the monument. A net of deformometers and fracture gauges was installed for the monitoring of the fracture system and a preliminary Finite Element analysis, following the approach used for underground excavations, was performed, with the aim of elucidate the mechanical behaviour of the rock. The integration between geo-mechanical approach to the rock mass and the architectural study of the critical situation due to the carving and connected to buildings, resulted in the precise individuation of future interventions devoted to the conservation of these monuments.


International Journal of Rock Mechanics and Mining Sciences | 2011

In situ non-conventional shear tests for the mechanical characterisation of a bimrock

N. Coli; Paolo Berry; Daniela Boldini


Engineering Geology | 2008

Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis

N. Coli; G. Pranzini; A. Alfi; V. Boerio


Engineering Geology | 2012

The contribution of geostatistics to the characterisation of some bimrock properties

N. Coli; Paolo Berry; Daniela Boldini; Roberto Bruno


ISRM International Symposium - EUROCK 2012 | 2012

Modeling of Complex Geological Rock Mixtures Under Triaxial Testing Conditions

N. Coli; Daniela Boldini; A. Bandini; D. S. Lopes


The 42nd U.S. Rock Mechanics Symposium (USRMS) | 2008

Analysis of the block-size distribution in the Shale-Limestone Chaotic Complex (Tuscany, Italy)

N. Coli; Paolo Berry; Daniela Boldini; P. Castelluci


43rd U.S. Rock Mechanics Symposium & 4th U.S. - Canada Rock Mechanics Symposium | 2009

In Situ Large Size Non Conventional Shear Tests For the Mechanical Characterization of a Bimrock In The Santa Barbara Open Pit Mine (Italy)

N. Coli; Paolo Berry; Daniela Boldini; Roberto Bruno


The 2016 Isrm International Symposium, Eurock 2016 | 2016

Geomechanics characterization and stability of a large open pit slope in complex rock-mass (Italy)

M. Coli; E. Livi; N. Coli


The 2016 Isrm International Symposium, Eurock 2016 | 2016

Geological-geomechanical setting for the stability analysis of the rock hewn churches of Lalibela (Ethiopia)

M. Coli; Federico Sani; E. Livi; N. Coli; Giovanna Moratti


45th U.S. Rock Mechanics / Geomechanics Symposium | 2011

An Integrated Geostatistical-geomechanical Approach For the Characterization of a Bimrock

N. Coli; Paolo Berry; Roberto Bruno; Daniela Boldini

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M. Coli

University of Florence

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E. Livi

University of Florence

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G. Pini

University of Florence

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G. Pranzini

University of Florence

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