Avaliação do Perigo de Queda de Blocos em Rodovias
Author(s) -
Guilherme José Cunha Gomes,
Frederico Garcia Sobreira
Publication year - 2013
Publication title -
anuário do instituto de geociências
Language(s) - English
Resource type - Journals
eISSN - 1982-3908
pISSN - 0101-9759
DOI - 10.11137/2012_2_14_27
Subject(s) - rockfall , context (archaeology) , rock mass classification , geology , geotechnical engineering , mining engineering , landslide , paleontology
Highway rock slopes are potentially unstable surfaces and as such are susceptible to rockfalls that affect the highway's user safety, transportation infrastructure and surrounding environment. The geomechanical behavior of rock masses and also the geometric and traffic conditions of highways are fundamental aspects of rockfall evaluation. This research presents a case study of rockfall evaluation for slopes bordering highway sections, aiming to classify them and determine a hierarchy for intervention, based on defined criteria. In order to use this approach, field investigations including geomechanical classification of rock mass are necessary. In this context, twelve slope sections containing rock slopes in Espirito Santo's road network were investigated. The slopes were analyzed individually and the influence of each parameter in the global rating was evaluated. Parameter effectiveness in the proposed method was also evaluated. The slopes were classified to define priority measures to minimize roadway problems in each place.
Accelerating Research
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom
Address
John Eccles HouseRobert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom