Skip to main content

Advertisement

Log in

Surface-wave velocity measurements of shear stiffness of moving earthflows

  • Original Paper
  • Published:
Landslides Aims and scope Submit manuscript

Abstract

Earthflows are a flow-like movement of plastic clayey soils characterized by long periods of slow motion (at rates averaging a few meters per year or less) alternated with short periods of rapid surges at high velocity (up to meters per hour). During rapid surges, most earthflows move over a long distance with a fluid-like behavior. Although the generation of flow-type failures is an important issue for hazard assessment, our knowledge is limited by the difficulty of monitoring the process in the field. This has led to different explanations for rapid earthflows including high pore–pressure generation along the basal slip surface, pervasive shearing, or material fluidization. One key question is whether or not earthflows can fluidize through remolding and water entrainment. If this occurs, the material can change from plastic to fluid as the soil moisture increases, causing the landslide to move as a viscous flow; if not, the material remains in a plastic state and, as suggested by many authors, the flow-like morphology shown by earthflows would result by distributed internal shears rather than real mass flow. In this study, we provide the first answer to this question by measuring the shear stiffness of four large active earthflows in the Northern Apennines of Italy. Shear stiffness was measured using two geophysical techniques, the multichannel analysis of surface waves (MASW) and the passive refraction microtremors (ReMi). Measurements were carried out just a few days after the mobilization of the landslides and repeated in the following 2–3 years to evaluate the change of elastic properties with time. Field data show that soon after the mobilization, earthflows are characterized by very low values of shear stiffness (about 5–15 MPa), typical of soft clay soils with the high-void ratio. Shear stiffness then increases 4–5 times in the following months (up to 40–60 MPa) as the earthflows slow down and the material consolidates. These data indicate that during a rapid movement, earthflows undergo a dramatic increase of porosity and water content that probably drive the transition from a solid to a fluid-like state.

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
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • Aaron J, Hungr O (2016) Dynamic simulation of the motion of partially coherent landslides. Eng Geol 205:1–11

    Article  Google Scholar 

  • Achenbach JD (2012) Wave propagation in elastic solids. Elsevier, Amsterdam

    Google Scholar 

  • Addo KO, Robertson PK (1992) Shear-wave velocity measurement of soils using Rayleigh waves. Can Geotech J 29:558–568

    Article  Google Scholar 

  • Aki K, Richards PG (1980) Quantitative seismology, theory and methods. Freeman, San Francisco

    Google Scholar 

  • Ashwood W, Hungr O (2016) Estimating total resisting force in flexible barrier impacted by a granular avalanche using physical and numerical modeling. Can Geotech J 53(10):1700–1717

    Article  Google Scholar 

  • Baum RL, Savage WZ, Wasowski J (2003) Mechanics of Earth flows. Proceedings international workshop on occurrence and mechanisms of flows in natural slopes and earthfills, Sorrento Italy, May 15–16

  • Ben-Menahem A, Singh SJ (1981) Seismic waves and sources. Springer-Verlag, New York

    Book  Google Scholar 

  • Bertello L, Berti M, Castellaro S, Squarzoni G (2018) Dynamics of an active earthflow inferred from surface-wave monitoring. J Geophys Res Earth Surf 123(8):1811–1834

    Google Scholar 

  • Berti M, Simoni A (2010) Field evidence of pore pressure diffusion in clayey soils prone to landsliding. J Geophys Res 115(F3):1–20

  • Bertolini G, Guida M, Pizziolo M (2005) Landslides in Emilia-Romagna region (Italy): strategies for hazard assessment and risk management. Landslides 2(4):302–312

    Article  Google Scholar 

  • Brunsden D (1984) Mudslides. In: Brunsden D, Prior DB (eds) Slope instability. Wiley, Chichester, pp 363–410

    Google Scholar 

  • Carrière SR, Jongmans D, Chambon G, Bièvre G, Lanson B, Bertello L, Berti M, Jaboyedoff M, Malet JP, Chambers JE (2018) Rheological properties of clayey soils originating from flow-like landslides. Landslides 15:1615–1630. https://doi.org/10.1007/s10346-018-0972-6

    Article  Google Scholar 

  • Castellaro S (2016) Soil and structure damping from single station measurements. Soil Dyn Earthq Eng 90:480–493

    Article  Google Scholar 

  • Choi CE, Au-Yeung SCH, Ng CWW (2015) Flume investigation of landslide granular debris and water runup mechanisms. Geotech Lett 5(1):28–32

    Article  Google Scholar 

  • Coe JA, Ellis WL, Godt JW, Savage WZ, Savage JE, Michael JA, Kibler KD, Powers PS, Lidke DJ, Debray S (2003) Seasonal movement of the Slumgullion landslide determined from global positioning system surveys and field instrumentation, July 1998 – march 2002. Eng Geol 68:67–101

    Article  Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslide types and processes. In: Turner K, Schuster RL (eds) Special report, transportation research board. National Academy Press, Washington DC, p 36–75

  • Fleming RW, Johnson RB, Schuster RL (1988) The reactivation of the Manti landslide. In: The Manti, Utah, landslide, US Geological Survey Professional Paper 1311: 1–22

  • Foti S, Lai GC, Rix GJ, Strobbia C (2014) Surface wave methods for near-surface site characterization. CRC Press, Boca Raton

    Book  Google Scholar 

  • Guerriero L, Bertello L, Cardozo N, Berti M, Grelle G, Revellino P (2017) Unsteady sediment discharge in earth flows: a case study from the mount Pizzuto earth flow, southern Italy. Geomorphology 295:260–284

    Article  Google Scholar 

  • Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice-hall civil engineering and engineering mechanics. Prentice-Hall, Englewood Cliffs

  • Hungr O, Evans SG, Bovis MJ, Hutchinson JN (2001) A review of the classification of the flow type. Environ Eng Geosci 7:221–238

    Article  Google Scholar 

  • Hungr O, McDougall S, Bovis M (2005) Entrainment of material by debris flows. In: Hungr O (ed) Debris-flow hazards and related phenomena. Springer, Berlin, pp 135–158

    Chapter  Google Scholar 

  • Hungr O, Leroueil S, Picarelli L (2014) The Varnes classification of landslide types, an update. Landslides 11:167–194

    Article  Google Scholar 

  • Hutchinson JN (1988) General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. Fifth International Symposium on Landslides, AA Balkema, Rotterdam 1: 3–36

  • Jongmans D, Baillet L, Larose E, Bottelin P, Mainsant G, Chambon G, Jaboyedoff M (2015) Application of ambient vibration techniques for monitoring the triggering of rapid landslides. Eng Geol Soc Territory 2:371–374

    Article  Google Scholar 

  • Keefer DK, Johnson AM (1983) Earthflows: morphology, mobilization and movement. US Geological Survey Professional Paper 1264

  • Kokusho T, Yoshida Y, Esashi Y (1982) Dynamic properties of soft clay for a wide strain range. Jpn Soc Soil Mech Found 22:1–18

    Article  Google Scholar 

  • Lambe TW, Whitman RV (1969) Soil mechanics. Wiley, New York

    Google Scholar 

  • Lo Presti DCF, Jamiolkowski M, Pallara O, Cavallaro A, Pedroni S (1997) Shear modulus and damping of soils. Géotechnique 47(3):603–617

    Article  Google Scholar 

  • Louie JN (2001) Faster, better: shear-wave velocity to 100 meters depth from refraction microtremor arrays. Bull Seismol Soc Am 91(2):347–364

    Article  Google Scholar 

  • Mackey BH, Roering JJ (2011) Sediment yield, spatial characteristics, and the long-term evolution of active earthflows determined from airborne LiDAR and historical aerial photographs, Eel River, California. Geol Soc Am Bull 123(7–8):1560–1576

    Article  Google Scholar 

  • Mainsant G, Larose E, Bronnima C, Jongmans D, Michoud C, Jaboyedoff M (2012a) Ambient seismic noise monitoring of a clay landslide: toward failure prediction. Geophys Res Lett 117:1–12

    Article  Google Scholar 

  • Mainsant G, Jongmans D, Chambon G, Larose E, Baillet L (2012b) Shear-wave velocity as an indicator for rheological changes in clay materials: lessons from laboratory experiments. Geophys Res Lett 39(19):1–5

    Article  Google Scholar 

  • Mainsant G, Chambon G, Jongmans D, Larose E, Baillet L (2015) Shear-wave-velocity drop prior to clayey mass movement in laboratory flume experiment. Eng Geol 192:26–32

    Article  Google Scholar 

  • Malet JP, Laigle D, Remaitre A, Maquaire O (2005) Triggering conditions and mobility of debris flows associated to complex earthflows. Geomorphology 66:215–235

    Article  Google Scholar 

  • Mulargia F, Castellaro S (2013) A seismic passive imaging step beyond SPAC and ReMi. Geophysics 78:63–72

    Article  Google Scholar 

  • Ng CWW, Choi CE, Koo RCH, Kwan JSH (2017) Dry granular flow interaction with dual-barrier systems. Géotechnique 68(5):386–399

    Article  Google Scholar 

  • Ortiz M, Simo JS (1986) An analysis of a new class of integration algorithms for elastoplastic constitutive relation. Int J Numer Methods Eng 23(3):353–366

    Article  Google Scholar 

  • Park CB, Miller RD, Xia J (1998) Imaging dispersion curves of surface waves on multichannel record. 68th Ann. Internat. Mtg., Soc. Expl. Geophys., Expanded Abstracts, 1377–1380

  • Park C, Miller R, Xia J (1999) Multi-channel analysis of surface waves. Geophysics 64(3):800–808

    Article  Google Scholar 

  • Pastor M, Manzanal D, Fernandez Merodo JA, Mira P, Blanc T, Drempetic V, Pastor MJ, Haddad B, Sanchez M (2010) From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides. Granul Matter 12(3):211–228

    Article  Google Scholar 

  • Picarelli L, Urcioli L, Ramondini G, Comegna L (2005) Main features of mudslides in tectonised highly fissured clays shales. Landslides 2(1):15–30

    Article  Google Scholar 

  • Reynolds JM (1997) An introduction to applied and environmental geophysics. Wiley, Chichester

    Google Scholar 

  • Ronchetti F, Borgatti L, Cervi F, Lucente CC, Veneziano M, Corsini A (2007) The Valoria landslide reactivation in 2005-2006 (Northern Apennines, Italy). Landslides 4(2):189–195

    Article  Google Scholar 

  • Santos JA, Correia G (2000) Shear modulus of soils under cyclic loading at small and medium strain level. Proceedings 12th World Conference on Earthquake Engineering, Auckland, New Zealand, paper n.0530

  • Schulz WH, Mackenna JP, Kibler JD, Biavati G (2009) Relations between hydrology and velocity of a continuously moving landslide – evidence of pore pressure feedback regulating landslide motion? Landslides 6:181–190

    Article  Google Scholar 

  • Schulz WH, Smith JB, Wang G, Jiang Y, Roering JJ (2018) Clayey landslide initiation and acceleration strongly modulated by soil swelling. Geophys Res Lett 45:1888–1896

    Article  Google Scholar 

  • Shao W, Bogaard T, Bakker M, Berti M (2016) The influence of preferential flow on pressure propagation and landslide triggering of the Rocca Pitigliana landslide. J Hydrol 543:360–372

    Article  Google Scholar 

  • Simoni A, Berti M (2007) Transient hydrological response of weathered clay shales and its implication for slope instability. Proc 1st north American landslide conference, Vail, Colorado, AEG Special Publication No 23: 886–898

  • Simoni A, Ponza A, Picotti V, Berti M, Dinelli E (2013) Earthflow sediment production and Holocene sediment record in a large apenninic catchment. Geomorphology 188:42–53

    Article  Google Scholar 

  • Terzaghi K (1943) Theoretical soil mechanic. Wiley, New York

    Book  Google Scholar 

  • Tokimatsu K, Tamura S, Kojima H (1992) Effects of multiple modes on Rayleigh wave dispersion characteristics. J Geotech Eng 118:1529–1543

    Article  Google Scholar 

  • Van Asch TWJ, Malet JP (2009) Flow-type failures in fine-grained soils: an important aspect in landslide hazard analysis. Nat Hazards Earth Syst Sci 9(5):1703–1711

    Article  Google Scholar 

  • Van Asch TWJ, Van Beek LPH, Bogaard T (2007) Problems in predicting the mobility of slow-moving landslides. Eng Geol 91:46–55

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the Civil Protection Agency of the Emilia-Romagna Region under the framework agreement “Special activities on support to the forecast and emergency planning of Civil Protection with respect to hydrogeological risk” (ASPER-RER, 2011–2015 and 2016-2021). The authors would also like to acknowledge the Editor and the anonymous reviewers for their constructive comments and suggestions. All the data used in this paper are listed in the references or are included in the figures and tables.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Matteo Berti.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Berti, M., Bertello, L. & Squarzoni, G. Surface-wave velocity measurements of shear stiffness of moving earthflows. Landslides 16, 469–484 (2019). https://doi.org/10.1007/s10346-018-1102-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10346-018-1102-1

Keywords

Navigation