Skip to main content
Log in

In situ tensile fracture toughness of surficial cohesive marine sediments

  • Original
  • Published:
Geo-Marine Letters Aims and scope Submit manuscript

Abstract

This study reports the first in situ measurements of tensile fracture toughness, K IC, of soft, surficial, cohesive marine sediments. A newly developed probe continuously measures the stress required to cause tensile failure in sediments to depths of up to 1 m. Probe measurements are in agreement with standard laboratory methods of K IC measurements in both potter’s clay and natural sediments. The data comprise in situ depth profiles from three field sites in Nova Scotia, Canada. Measured K IC at two muddy sites (median grain size of 23–50 μm) range from near zero at the sediment surface to >1,800 Pa m1/2 at 0.2 m depth. These profiles also appear to identify the bioturbated/mixed depth. K IC for a sandy site (>90% sand) is an order of magnitude lower than for the muddy sediments, and reflects the lack of cohesion/adhesion. A comparison of K IC, median grain size, and porosity in muddy sediments indicates that consolidation increases fracture strength, whereas inclusion of sand causes weakening; thus, sand-bearing layers can be easily identified in K IC profiles. K IC and vane-measured shear strength correlate strongly, which suggests that the vane measurements should perhaps be interpreted as shear fracture toughness, rather than shear strength. Comparison of in situ probe-measured values with K IC of soils and gelatin shows that sediments have a K IC range intermediate between denser compacted soils and softer, elastic gelatin.

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
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

Notes

  1. Note that undrained is defined herein as insignificant water flow compared to the rate of applied strain, i.e., water does not flow even though is it technically allowed to flow in the unconstrained case.

References

  • Abegg F, Anderson A, Buzi L, Lyons AP, Orsi TH (1994) Free methane concentration and bubble characteristics in Eckernförde Bay, Germany. In: Wever TF (ed) Modelling methane-rich sediments of Eckernförde Bay. Forschungsanstalt der Bundeswehr für Wasserschall- und Geophysik (FWG), Bonn, pp 84–89

    Google Scholar 

  • Algar CK, Boudreau BP (2010) The stability of bubbles in a linear elastic medium: implications for bubble growth in marine sediments. J Geophys Res 115:F03012. doi:10.1029/2009JF001312

    Article  Google Scholar 

  • Algar CK, Boudreau BP, Barry MA (2011) Initial rise of bubbles in cohesive sediments by a process of viscoelastic fracture. J Geophys Res 116:B04207. doi:10.1029/2010JB008133

    Article  Google Scholar 

  • Aller RC (1982) The effects of macrobenthos on chemical properties of marine sediment and overlying water. In: McCall PL, Tevesz MJS (eds) Animal-sediment relations. Plenum, New York, pp 53–102

    Google Scholar 

  • Aluko OB, Chandler HW (2006) A fracture strength parameter for brittle agricultural soils. Biosystems Eng 93:245–252

    Article  Google Scholar 

  • Amos CL, Daborn GR, Christian HA, Atkinson A, Robertson A (1992) In situ erosion measurements of fine-grained sediments from the Bay of Fundy. Mar Geol 108:175–196

    Article  Google Scholar 

  • Barry MA (2010) Elastic and fracture behaviour of marine sediment in response to free gas. PhD Thesis, Dalhousie University

  • Barry MA, Boudreau BP, Johnson BD, Reed A (2010) Validity of bubble growth by LEFM in sediments and other soft solids. J Geophys Res 115:F04029. doi:10.1029/2010JF001833

    Article  Google Scholar 

  • Bazant ZP, Zi G, McClung D (2003) Size effect law and fracture mechanics of the triggering of dry snow slab avalanches. J Geophys Res 108:2119. doi:10.1029/2002JB001884

    Article  Google Scholar 

  • Boudreau BP, Algar C, Johnson BD, Croudace I, Reed A, Furukawa Y, Dorgan KM, Jumars PA, Grader AS, Gardiner BS (2005) Bubble growth and rise in sediments. Geology 33:517–520

    Article  Google Scholar 

  • Broek D (1982) Elementary engineering fracture mechanics, 3rd edn. Kluwer, Boston

    Google Scholar 

  • Daborn GR, Brylinsky M, van Proosdij D (2003) Ecological studies of the Windsor causeway and Pesaquid Lake, 2002. Acadia Centre Estuarine Res Publ no 69

  • Dorgan KM, Jumars PA, Johnson BD, Boudreau BP, Landis E (2005) Burrow extension by crack propagation. Nature 433:475

    Article  Google Scholar 

  • El Ganaoui O, Schaaff E, Boyer P, Amielh M, Anselmet F, Grenz C (2004) The deposition and erosion of cohesive sediments determined by a multi-class model. Estuarine Coastal Shelf Sci 60:457–475

    Article  Google Scholar 

  • Gauthier D, Jamieson B (2006) Evaluating a prototype field test for weak layer fracture and failure propagation. Cold Regions Sci Technol 51:87–97

    Article  Google Scholar 

  • Haberfield CM, Johnston IW (1990) Determination of the fracture toughness of a saturated soft rock. Can Geotech J 27:276–284

    Article  Google Scholar 

  • Harison JA, Hardin BO, Mahboub K (1994) Fracture toughness of compacted cohesive soils using ring test. J Geotech Eng 120:872–891

    Article  Google Scholar 

  • Hauton C, Paterson DM (2003) A novel shear vane used to determine the evolution of hydraulic dredge tracks in sub-tidal marine sediments. Estuarine Coastal Shelf Sci 57:1151–1158

    Article  Google Scholar 

  • Johnson BD, Boudreau BP, Gardiner B, Maass R (2002) Mechanical response of sediments to bubble growth. Mar Geol 187:347–363

    Article  Google Scholar 

  • Jumars PA, Dorgan KM, Mayer LM, Boudreau BP, Johnson BD (2007) Material constraints on infaunal lifestyles: may the persistent and strong forces be with you. In: Miller WC (ed) Trace fossils: concepts, problems, prospects. Elsevier, Amsterdam, pp 441–456

    Google Scholar 

  • Kirchner HOK, Michot G, Schweizer J (2002) Fracture toughness of snow in shear and tension. Scr Mater 46:425–429

    Article  Google Scholar 

  • Lefebvre G, Rohan K, Douville S (1985) Erosivity of natural intact structured clay: evaluation. Can Geotech J 22:508–517

    Article  Google Scholar 

  • Lima LA, Grismer ME (1994) Application of fracture mechanics to cracking of saline soils. Soil Sci 158:86–96

    Article  Google Scholar 

  • Martel SJ (2004) Mechanics of landslide initiation as a shear fracture phenomenon. Mar Geol 203:319–339

    Article  Google Scholar 

  • Menand T, Tait SR (2001) A phenomenological model for precursor volcanic eruptions. Nature 411:678–680

    Article  Google Scholar 

  • Murdoch LC (1993) Hydraulic fracturing of soil during laboratory experiments, Part 2: propagation. Geotechnique 43:267–276

    Article  Google Scholar 

  • Oster DM, Mills WJ (2000) Stress intensity factor solutions for cracks in threaded fasteners. In: Toor PM (ed) Structural integrity of fasteners, vol 2. ASTM STP 1391, pp 85–101

  • Petley DN, Higuchi T, Petley DJ, Bulmer M, Carey J (2005) Development of progressive landslide failure in cohesive materials. Geology 33:201–204. doi:10.1130/G21147.1

    Article  Google Scholar 

  • Poppe LJ, Williams SJ, Paskevich VF (2005) U.S. Geological Survey East-coast sediment analysis: procedures, database and GIS data. USGS Series Open-File Rep 2005-1001. http://pubs.er.usgs.gov/usgspubs/ofr/ofr20051001

  • Rivalta E, Dahm T (2006) Acceleration of buoyancy-driven fractures and magmatic dikes beneath the free surface. Geophys J Int 166:1424–1439

    Article  Google Scholar 

  • Shin H, Santamarina JC (2010) Fluid-driven fractures in uncemented sediments: underlying particle-level processes. Earth Planet Sci Lett 299:180–189

    Article  Google Scholar 

  • Wang JJ, Zhu JG, Chiu CF, Zhang H (2007) Experimental study on fracture toughness and tensile strength of a clay. Eng Geol 94:65–75

    Article  Google Scholar 

Download references

Acknowledgements

This research was funded by the US Office of Naval Research through grants N00014-08-0818 and N00014-05-1-0175 (project managers J. Eckman and T. Drake) and by the Natural Sciences and Engineering Council of Canada. The authors acknowledge constructive reviews by B. Dugan and two anonymous referees.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Bernard P. Boudreau.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Johnson, B.D., Barry, M.A., Boudreau, B.P. et al. In situ tensile fracture toughness of surficial cohesive marine sediments. Geo-Mar Lett 32, 39–48 (2012). https://doi.org/10.1007/s00367-011-0243-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00367-011-0243-1

Keywords

Navigation