The Aim of the project is the study of the brittle structures in rock slopes for stability evaluation of rocky slopes by deterministic approach. This is done through the application of Photogrammetry techniques for detailed survey of jointing systems and versant geometry. The digital terrestrial Photogrammetry is a technique that can be used for a detailed survey especially in hardly accessible sites and from it oriented stereoimages, accurate digital elevation models and orthophotos can be created; then, it can be used as data source for studying the rocky slope stability both by Conventional and Numerical Methods.
Firpo, G., Salvini, R., Ranjith, P.G. (2009). Contributions of digital photogrammetry for the study of rock slope stability by conventional methods with limit equilibrium and numerical methods with distinct elements [Contributi di fotogrammetria digitale per lo studio della stabilità dei versanti in roccia attraverso metodi convenzionali all’equilibrio limite e metodi numerici agli elementi distinti]. In Rendiconti online Soc. Geol. It. - Atti del 3° Congresso Nazionale AIGA (pp.239-240).
Contributions of digital photogrammetry for the study of rock slope stability by conventional methods with limit equilibrium and numerical methods with distinct elements [Contributi di fotogrammetria digitale per lo studio della stabilità dei versanti in roccia attraverso metodi convenzionali all’equilibrio limite e metodi numerici agli elementi distinti]
FIRPO, GIACOMO;SALVINI, RICCARDO;
2009-01-01
Abstract
The Aim of the project is the study of the brittle structures in rock slopes for stability evaluation of rocky slopes by deterministic approach. This is done through the application of Photogrammetry techniques for detailed survey of jointing systems and versant geometry. The digital terrestrial Photogrammetry is a technique that can be used for a detailed survey especially in hardly accessible sites and from it oriented stereoimages, accurate digital elevation models and orthophotos can be created; then, it can be used as data source for studying the rocky slope stability both by Conventional and Numerical Methods.File | Dimensione | Formato | |
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https://hdl.handle.net/11365/43912
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