Abstract
The identification and characterization of weak layers, potentially acting as detachment planes, are key elements in submarine landslide research. In this study, the MARUM Free-Fall Piezocone Penetrometer (FF-CPTU) was used to characterize soft and sensitive clays at Finneidfjord, a site with historical landslide events. The FF-CPTU measurements are compared with standard, industry Cone Penetration Testing (pushed CPTU) data in order to verify and validate the penetration rate effect by using an empirical closed-form solution to convert dynamic properties to quasi-static ones. The quasi-static properties and sedimentological/laboratory results across the weak layers show significantly lower values for the CPTU parameters (qt and fs) and undrained shear-strength (su), build-up of excess pore-water pressure (∆u) as well as a normally-consolidated behavior in comparison with the surrounding sediment. These findings allow us to develop a 2D model of the sub-surface in which the weak horizon is mapped, and to demonstrate that the light-weight FF-CPTU instrument is a powerful, versatile device for the geotechnical evaluation of submarine mass movements and their consequences.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Casagrande A, Shannon WL (1949) Strength of soils under dynamic load. T ASCE 114:755–772
Dan G, Sultan N, Savoye B (2007) The 1979 Nice harbour catastrophe revisited: trigger mechanism inferred from geotechnical measurements and numerical modeling. Mar Geol 245:40–64
Dayal U, Allen JH (1975) The effect of penetration rate on the strength of remolded clay and sand samples. Can Geotech J 12:336–348
Haflidason H, Sejrup HP, Berstad IM, Nygard A, Richter T, Bryn P, Lien R, Berg K (2003) A weak layer feature on the northern Storegga slide escarpment. In: Mienert J, Weaver PPE (eds) European margin sediment dynamics. Springer, Berlin, pp 37–43
Janbu N (1996) Raset I Finneidfjord – 20 juni 1996. Report number 1, revision 1, unpublished experts report prepared for the County Sheriff of Nordland
Kim D-K, Tumay MT (2004) Miniature piezocone test results in cohesive soils. EJGE 9(D)
Kvalstad TJ, Andresen L, Forsberg CF, Berg K, Bryn P, Wangen M (2005) The Storegga slide: evaluation of triggering sources and slide mechanics. Mar Petrol Geol 22:245–256
L’Heureux J-S, Hansen L, Longva O, Emdal A, Grande L (2010) A multidisciplinary study of submarine landslides at the Nidelva fjord delta, Central Norway – implications for geohazards assessments. Nor J Geol 90:1–20
L’Heureux JS, Longva O, Steiner A, Hansen L, Vardy ME, Vanneste M, Brendryen J, Haflidason H, Kvalstad TJ, Forsberg CF, Chand S, Kopf A (2012) Identification of weak layers and their role for the stability of slopes at Finneidfjord, northern Norway. In: Yamada Y et al (eds) Submarine mass movements and their consequences, vol. 31, Advances in natural and technological hazards research. Springer, Dordrecht, pp 321–330
Leroueil S (2001) Natural slopes and cuts: movement and failure mechanisms. Geotechnique 51(3):197–243
Longva O, Janbu N, Blikra LH, Bøe R (2003) The 1996 Finneidfjord slide; seafloor failure and slide dynamics. In: Locat J, Mienert J (eds) Submarine mass movements and their consequences. Springer, Dordrecht, pp 531–538
Lucius J (1971) Study of the influence of speed of deformation on the strength of soil. Deut Agratech 21:526–528
Lunne T (2010) The CPT in offshore soil investigations - a historic perspective. In: Mitchell et al (eds) 2nd International symposium on cone penetration testing (CPT’ 10). Huntington Beach, California
Lunne T, Robertson PK, Powell JJM (1997) Cone penetration testing in geotechnical practice. Spon Press, London
Osler JC, Furlong A, Christian H (2005) A sediment probe for the rapid assessment of seabed characteristics. In: Caiti A, Chapman NR, Hermand J-P, Jesus SM (eds) Acoustic inversion methods and experiments for assessment of the shallow water environment. Springer, New York, pp 171–182
Robertson PK, Campanella RG (1983) Interpretation of cone penetration tests. Part II: clay. Can Geotech J 20(4):734–745
Silva MF, White DJ, Bolton MD (2006) An analytical study of the effect of penetration rate on piezocone tests in clay. Int J Numer Anal Methods 30:501–527
Skinner LC, McCave IN (2003) Analysis and modelling of gravity- and piston coring based on soil mechanics. Mar Geol 199(1–2):181–204
Stegmann S (2007) Design of a free-fall penetrometer for geotechnical characterisation of saturated sediments and its geological application. PhD thesis, University Bremen, 181 pp
Stegmann S, Villinger H, Kopf A (2006) Design of a modular, marine free-fall cone penetrometer. Sea Technol 47(2):27–33
Stoll D, Yue-Feng S, Bitte I (2007) Seafloor properties from penetrometer tests. IEEE J Ocean Eng 32(1):57–63
Acknowledgments
We thank the SEABED project with the Norwegian Deepwater Program (www.ndwp.org) for financial support. We also thank Arild Sleipnes and the Norwegian road authorities for access to the push CPTU data as well as John Anders Dahl for the field assistance. This is publication no. 355 of the International Centre for Geohazards (ICG). The manuscript benefited from the criticism and suggestions from reviewers and editor Drs. T. Lunne, C. Baxter and J. Chaytor.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2012 Springer Science+Business Media B.V.
About this paper
Cite this paper
Steiner, A. et al. (2012). An In-Situ Free-Fall Piezocone Penetrometer for Characterizing Soft and Sensitive Clays at Finneidfjord (Northern Norway). In: Yamada, Y., et al. Submarine Mass Movements and Their Consequences. Advances in Natural and Technological Hazards Research, vol 31. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-2162-3_9
Download citation
DOI: https://doi.org/10.1007/978-94-007-2162-3_9
Published:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-007-2161-6
Online ISBN: 978-94-007-2162-3
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)