Skip to main content
Log in

Stability analysis of “Grotta delle Felci” Cliff (Capri Island, Italy): structural, engineering–geological, photogrammetric surveys and laser scanning

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

A study of rock slope stability was performed using geological surveys and Digital Terrestrial Photogrammetry (DTP) integrated by Laser Scanning (LS) and topographic measurements. The use of DTP is useful especially in inaccessible sites such as natural cliffs. By obtaining oriented stereo images, accurate digital surface models and orthophotos, useful data can be produced showing geometrical characteristics of joints, blocks and slopes such as planes, attitude, spacing, persistence and rock mass volumes. In order to accomplish the analysis, DTP was combined with LS in order to build the Digital Dense Surface Model (DDSM) of the slope. The conventional method of limit equilibrium was applied to study the slope stability using a deterministic approach and to suggest activities of geo-monitoring and engineering solutions for risk mitigation with respect to the environment.

Résumé

Une étude de stabilité de pentes rocheuses a été effectuée à partir de reconnaissances géologiques et d’études de Photogrammétrie Numérique Terrestre (DTP) contrôlées par des investigations par Scanner Laser (LS) et mesures topographiques. L’utilisation de la DTP est particulièrement intéressante pour les sites difficilement accessibles, comme des falaises naturelles. A partir d’images stéréoscopiques orientées, de modèles numériques de surface et d’orthophotos, des données importantes ont été obtenues concernant les caractéristiques géométriques de joints et de blocs, telles que des orientations de plans, des espacements et des extensions de discontinuités et des volumes de masses rocheuses. Afin de réaliser ces analyses, la photogrammétrie numérique a été combinée avec la technique du scanner laser pour construire le Modèle Numérique Dense de Surface (DDSM) de la pente. La méthode conventionnelle de l’équilibre limite a été appliquée pour étudier la stabilité de la pente avec une approche déterministe et pour proposer des techniques de surveillance et des solutions d’ingénierie, respectueuses de l’environnement, permettant de limiter les risques.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

References

  • Abellan A, Vilaplana JM, Martinez J (2006) Application of a long-range Terrestrial Laser Scanner to a detailed rockfall study at Vall de Núria (Eastern Pyrenees, Spain). Eng Geol 88(3–4):136–148. doi:10.1016/j.enggeo.2006.09.012

    Article  Google Scholar 

  • Armesto J, Ordonez C, Alejano L, Arias P (2009) Terrestrial laser scanning used to determine the geometry of a granite boulder for stability analysis purposes. Geomorph 106(3–4):271–277. doi:10.1016/j.geomorph.2008.11.005

    Article  Google Scholar 

  • Aversa S, Candela M, Nocilla N, Urciuoli G (1996) Stability of the vertical cliff overhanging Via Krupp in Capri. In: Arrigo Croce Mem Symp, pp 46–60

  • Barattolo F, Cinque A, D’alessandro E, Guida M, Romano P, Russo Ermolli E (1992) Geomorfologia ed evoluzione tettonica quaternaria dell’Isola di Capri. Studi Geol Camerti 1:221–229

    Google Scholar 

  • Barazzuoli P, Izzo S, Menicori P, Micheluccini M, Salleolini M (1989) A new practical aid to regional hydrogeologic planning: the runoff coefficient map. Envir Manag 13(5):613–622. doi:10.1007/BF01874967

    Article  Google Scholar 

  • Barton NR (1978) Suggested methods for the quantitative description of discontinuities in rock masses, ISRM commission on standardization of laboratory and field tests. Int J Rock Mech Min Sci Geomech Abstr 15:319–368

    Article  Google Scholar 

  • Barton NR, Bandis SC (1990) Review of predictive capabilities of JRC-JCS model in engineering practice. In: Proceedings of international symposium on rock joints, Leon, pp 603–610

  • Beneo E (1952) Lo schema strutturale dell’isola di Capri. Boll Serv Geol It 73:163–170

    Google Scholar 

  • Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans South Afr Inst Civ Eng 15:N12:344–355

    Google Scholar 

  • Brancaccio L, Pescatore T, Russo F (1988) Periplo del Golfo di Napoli, Guida Geologica. In: Progr 74° Congr Soc Geol It, pp 25–29

  • Brown SR (1987) Permeability and capillarity properties of rocks and soils Fluid flow through rock joints: the effect of surface roughness. J Geophys Res 92:B2:1337–1348. doi:10.1016/0148-9062(87)90970-3

  • Cinque A (1986) Guida alle escursioni geomorfologiche: Penisola Sorrentina, Capri, Piana del Sele e Monti Picentini. Dip Sci Terra Naples 33:49–55

    Google Scholar 

  • Copons RM, Vilaplana JM (2008) Rockfall susceptibility zoning at a large scale: from geomorphological inventory to preliminary land use planning. Eng Geol 102(3–4):142–151. doi:10.1016/j.enggeo.2008.03.020

    Article  Google Scholar 

  • Coulomb CA (1776) Essai sur une application des regles des maximis et minimis a quelquels problemesde statique relatifs, a la architecture. Mem Acad Roy Div Sav 7:343–387

    Google Scholar 

  • Cundall PA, Hart RD (1992) Numerical modeling of discontinua. Eng Comp 9(2):101–113. doi:10.1108/eb023851

    Article  Google Scholar 

  • De Lorenzo G (1907) L’isola di Capri. Rend Acc Lincei 1:853–857

    Google Scholar 

  • Di Crescenzo G, Santo A (2007) High-resolution mapping of rock fall instability through the integration of photogrammetric, geomorphological and engineering-geological surveys. Quat Int 171–172:118–130. doi:10.1016/j.quaint.2007.03.025

    Article  Google Scholar 

  • Fantozzi P, Guerriero A (2008) I fenomeni di instabilità del versante di Grotta delle Felci–Isola di Capri. L’approccio metodologico per l’analisi geologica—geomorfologica. Quad AdB 2:17–28

    Google Scholar 

  • Feng Q, Roshoff K (2004a) In situ mapping and documentation of rock faces using full-coverage 3D laser scanning techniques. Int J Rock Mech Min Sci 41(3):379. doi:10.1016/j.ijrmms.2003.12.104

    Article  Google Scholar 

  • Feng Q, Roshoff K (2004b) In situ mapping and documentation of rock faces using full-coverage 3D laser scanning techniques. Int J Rock Mech Min Sci 41(1):139–144

    Google Scholar 

  • Ferrero M, Forlani G, Rondella R, Voyat HI (2009) Advanced geostructural survey methods applied to rock mass characterization. Rock Mech Rock Eng 42(4):631–665

    Article  Google Scholar 

  • Haarbrink RB, Eisenbeiss H (2008) Accurate DSM production from unmanned helicopter systems. Int Arch Photogr Rem Sens Spat Info Sc XXXVII/B 1:159–1264

    Google Scholar 

  • Haneberg WC (2008) Using close range terrestrial digital photogrammetry for 3-D rock slope modeling and discontinuity mapping in the United States. Bull Eng Geol Env 67(4):457–469

    Article  Google Scholar 

  • Haneberg WC, Norrish NI, Findley DP (2006) Digital outcrop characterization for 3-D structural mapping and rock slope design along interstate 90 near Snoqualmie Pass, Washington. In: Proceedings of 57th annual highway geology symposium, Breckenridge

  • Jing L, Stephansson O (2007) Fundamentals of discrete element methods for rock engineering—theory and applications. Develop Geotech Eng 85:1–545. doi:10.1016/j.ijrmms.2008.04.003-ISBN-13:978-0-444-82937-5

    Article  Google Scholar 

  • Kennessey B (1930) Lefolyasi tdniezok es retenciok. Vizugy, Koziemhnyek

    Google Scholar 

  • Ministero dei Lavori Pubblici (1988) Norme tecniche riguardanti le indagini sui terreni e sulle rocce, la stabilità dei pendii naturali e delle scarpate, i criteri generali e le prescrizioni per la progettazione, l’esecuzione ed il collaudo delle opere di sostegno delle terre e delle opere di fondazione. D.M. del 11.03.1988. In: Gazzetta Ufficiale della Repubblica Italiana n.127 del 01.06.1988

  • Ministero dei Lavori Pubblici (2008) NTC—Norme Tecniche per le Costruzioni. D.M. del 14.01.2008. In: Gazzetta Ufficiale, 04.02.2008, 15–25 and 196–198, 2008

  • Mosaad Allam M (1978) The estimation of fractures and slope stability of rock faces using analytical photogrammetry. Photogram 34(3):89–99

    Article  Google Scholar 

  • Ohnishi Y, Nishiyama S, Yano T, Matsuyama H, Amano K (2006) A study of the application of digital photogrammetry to slope monitoring systems. Int J Rock Mech Min Sci 43(5):756–766. doi:10.1016/j.ijrmms.2005.12.002

    Article  Google Scholar 

  • Patton FD (1966) Multiple modes of shear failure in rock. In: Proceedings of 1st international congress on rock mechanics, Lisbon, 1, pp 509–513

  • Presidenza del Consiglio dei Ministri (2003) Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. Ordinanza n.3274 del 20/03/2003. In Gazzetta Ufficiale n. 160 del 12.7.2003

  • Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. In: Proceedings of international symposium on the role of rock mechanics ISRM, pp 49–53

  • Rovereto G (1907) L’île de Capri est un lambeau de recouvrement. Bull So Geol France 4(7):162–163

    Google Scholar 

  • Runqiu H, Xiujun D (2008) Application of three-dimensional laser scanning and surveying in geological investigation of high rock slope. J China Univ Geosci 19(2):184–190. doi:10.1016/S1002-0705(08)60037-0

    Article  Google Scholar 

  • Segre AG (1959) Carta Geologica d’Italia alla scala 1:100.000, Foglio 196—Penisola Sorrentina e Isola di Capri Serv Geol Italia, II ed. Rome

  • Signorini R (1950) Sulla tettonica dell’isola di Capri. Boll Soc Geol It 69(3):516–534

    Google Scholar 

  • Stead D, Eberhardt E, Coggan J, Benko B (2001) Advanced numerical techniques in rock slope stability analysis—applications and limitations. In: UEF international conference landslides—causes, impacts and countermeasures, Davos, pp 615–624

  • Sturzenegger M, Stead D (2009) Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts. Eng Geol 106(3–4):163–182. doi:10.1016/j.enggeo.2009.03.004

    Article  Google Scholar 

  • Takumi N, Ryoji W, Norihiko W, Yuzo O (2000) Rock slope displace measurement by photogrammetry system. Proc Symp Rock Mech 30:213–217

    Google Scholar 

  • Thornthwaite CW, Mather JR (1955) The water balance. Laboratory of climatology, No. 8, Centerton NJ

  • Tonon F, Kottenstette JT (2007) Laser and photogrammetric methods for rock face characterization. Report on a workshop held in Golden, Colorado, June 17–18, 2006. American Rock Mechanics Association

  • Vallet J, Skaloud J, Koelbl O, Merminod B (2000) Development of a helicopter based integrated system for avalanche and hazard management. Int Arch Photogr Rem Sens 33B2:565–572

    Google Scholar 

  • Wickens EH, Barton NR (1971) The application of photogrammetry to the stability of excavated rock slopes. Photogram Record 7(37):46–54

    Article  Google Scholar 

  • Woon-Sang Y, Sung-Wook P, Howoong S, Hyuck Jin P, Chan Gyoon J, Byeong Hyeon H (2006) Characterisation of rock slope failure within fault zone using laser scanning. In: Proceedings of 41st U.S. symposium rock mechanics, Golden, Colorado

  • Yohei U, Chikaosa T, Keigo K, Chunze P, Shuichi I, Zuixiong L (2007) Application of 3D laser scanning system to rock slope stability assessment in the Dunhuang Mogao. Proc Symp Rock Mech 36:27

    Google Scholar 

  • Zhang Z, Kulatilake PHSW (2003) A new stereo-analytical method for determination of removal of blocks in discontinuous rock masses. Int J Num Analyt Meth Geomech 27(10):791–811

    Article  Google Scholar 

Download references

Acknowledgments

The authors wish to acknowledge support of this research by Sarno Catchment Authority and the Municipalities of Capri and Anacapri.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to R. Salvini.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Salvini, R., Francioni, M., Riccucci, S. et al. Stability analysis of “Grotta delle Felci” Cliff (Capri Island, Italy): structural, engineering–geological, photogrammetric surveys and laser scanning. Bull Eng Geol Environ 70, 549–557 (2011). https://doi.org/10.1007/s10064-011-0350-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-011-0350-2

Keywords

Mots clés

Navigation